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HomeMy WebLinkAboutSDP202000021 Plan - Revision 2022-04-20CONSTRUCTION NOTES: 1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER OR HIS REPRESENTATIVE. 2. NOTIFYTHE INSPECTOR OF THE LOCAL GOVERNING AUTHORITY 24 HOURS BEFORE EVERY PHASE OF CONSTRUCTION. 3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS EXPENSE, UNLESS ALREADY OBTAINED BY THE OWNER. 4. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING, AND ALL OTHER UTILITIES. 5. THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARE THOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THE ENGINEER AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE. 7. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER. S. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN ACCORDANCE WITH OSHA GUIDELINES. 11. ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS SPECIFICALLY NOTED. 12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES WITH NO VISIBLE BENDS AT THE JOINTS. 13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED TO PROPERLY CONSTRUCT WORK. 14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR ACCESS. 15. ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE. 16. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. 17. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 18. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH A MAXIMUM SLUMP OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE. 19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH. 20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME MATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEER PRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND. 22. THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS STRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT SHALL BE RESTRAINED USING METHODS SPECIFIED IN SECTION 3.8 OF THE CITY'S TECHNICAL STANDARD SPECIFICATIONS. THE PREFERRED METHOD OF RESTRAINT IS THROUGH THE USE OF "MEGA -LUGS" OR WWI DEVICES. 23. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. WATERSHED NOTE: THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH IS NOTA WATER SUPPLY WATERSHED, HOWEVER THIS INFORMATION MUST BE NOTED ON THE PLAN. EARTHWORK SPECIFICATIONS: CLEARING AND GRUBBING • CLEARING AND GRUBBING SHALL CONSIST OF CLEARING THE SURFACE OF THE GROUND OF THE DESIGNATED AREAS OF ALL TREES, LOGS, SNAGS, BRUSH, UNDERGROWTH, HEAVY GROWTH OF GRASS, WEEDS, FENCE STRUCTURES, DEBRIS AND RUBBISH OF ANY NATURE, NATURAL OBSTRUCTIONS SUCH AS OBJECTIONABLE SOIL MATERIAL UNSATISFACTORY FOR FOUNDATIONS. IT SHALL ALSO CONSIST OF GRUBBING OF STUMPS, ROOTS FOUNDATIONS AND DISPOSAL OF ALL SUCH MATERIAL. ALL HOLES REMAINING AFTER THE GRUBBING OPERATION IN EMBANKMENT AREAS AND IN EXCAVATION AREAS LESS THAN TWO (2) FEET IN DEPTH, SHALL HAVE SIDES BROKEN DOWN AND LEVELED IF NECESSARY TO FLATTEN OUT SLOPES, REFILLED WITH ACCEPTABLE MATERIAL THAT IS PROPERLY COMPACTED IN LAYERS BY TAMPERS, ROLLERS OR CONSTRUCTION EQUIPMENT. • BURNING ON SITE IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION. EXISTING TREES OUTSIDE OF GRADING LIMITS LINE: • TREES AND VEGETATION TO BE SAVED SHALL BE PROTECTED FROM DAMAGE BY A FENCE BARRICADE PRIOR TO, OR DURING, CLEARING OPERATIONS. TREES TO BE REMOVED FROM THE AREA OUTSIDE THE LIMITS OF GRADING OR FROM SPECIFICALLY DESIGNATED AREAS WITHIN THE CONSTRUCTION AREAS. IF, IN THE OPINION OF THE ENGINEER, A CONTRACTOR DAMAGES A TREE NOT TO BE REMOVED, THE CONTRACTOR WILL BE FINED A PREDETERMINED AMOUNT FOR EACH DAMAGED TREE. THE CONTRACT SHALL ALSO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED IN REMOVING THE DAMAGED TREE FROM THE SITE. FILL: • ALL VEGETATION SUCH AS ROOTS, BRUSH, HEAVY GROWTH OF GRASS, TOPSOIL, ALL DECAYED VEGETABLE MATTER, RUBBISH, AND OTHER UNSUITABLE MATERIAL WITHIN THE AREA UPON WHICH FILL IS TO BE PLACED SHALL BE STRIPPED OR BE OTHERWISE REMOVED BEFORE THE FILL OPERATION IS STARTED. IN NO CASE SHALL UNSUITABLE MATERIAL REMAIN IN OR UNDER THE FILL AREA. SLOPED GROUND SURFACE STEEPER THAN ON VERTICAL TO FOUR HORIZONTAL, ON WHICH FILL IS TO BE PLACED, SHALL BE PLACED, STEPPED OR BENCHED IN SUCH A MANNER THAT THE FILL TO BE PLACED SHALL BE 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD PROCTOR (AASHTO T99, ASTM D-698). MOISTURE CONTENT SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. PROOF ROLL THE AREAS TO BE FILLED OR ON WHICH STRUCTURES ARE TO BE PLACED. A LOADED DUMP TRUCK OR OTHER RUBBER TIRED EQUIPMENT SHALL BE USED FOR PROOF ROLLING. OVERLAPPING PASSES OF A VEHICLES SHOULD BE MADE ACROSS THE SITE IN ONE DIRECTION AND THEN PERPENDICULAR TO THE ORIGINAL DIRECTION OF ROLLING. • ANY YIELDING, PUMPING OR SOFT AREAS SHOULD BE CUT OUT AND REPLACED WITH FILL COMPACTED AS DESCRIBED HEREIN. • THE PROPOSED FILL SHOULD BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCE WITH ASTM D-2487 AS GM, GC, SW, SM, SC, ML AND CL. SOIL CLASSIFIED AS PT, OH, OL, CH AND MH ARE NOT SATISFACTORY AS COMPACTED FILL. • FILLS AND EMBANKMENTS SHALL BE CONSTRUCTED AT THE LACTATIONS AND TO THE LINES AND GRADES INDICATED ON CONSTRUCTION PLANS. THE SLOPE SHALL NOT EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (3 FOOT HORIZONTAL TO 1 FOOT VERTICAL IN THE PUBLIC RIGHT OF WAY). THE COMPLETED FILL SHALL CORRESPOND TO THE SHAPE OF THE TYPICAL SECTIONS INDICATED ON THE CONSTRUCTION PLANS. MATERIAL REMOVED FROM THE EXCAVATION SHALL BE USED IN FORMING THE FILL. FILL MATERIAL SHALL BE REASONABLY FREE FROM ROOTS, OTHER ORGANIC MATERIAL, TRASH AND STONES HAVING MAXIMUM DIMENSIONS GREATER THAN 6INCHES (4 INCHES IN TRENCHES FOR UTILITIES). NO FROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUM DIMENSION OF 4INCHES WILL NOT BE PERMITTED IN THE UPPER SIX INCHES OF FILL OR EMBANKMENT OR UTILITY TRENCH. THE MATERIAL SHALL BE PLACED IN SUCCESSIVE HORIZONTAL LAYERS NOT MORE THAN 8 INCHES THICK, UNLESS OTHERWISE NOTED, IN LOOSE DEPTH FOR THE WIDTH OF THE CROSS-SECTION AND SHALL BE COMPACTED TO AT LEAST 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD PROCTOR (ASTM D-698, AASHTO T-99). MOISTURE SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE TOP 12 INCHES OF THE PAVING, PARKING AND/OR ROADWAY SUB -GRADE SHALL BE COMPACTED TO 97 PERCENT OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR). EACH LIFT SHALL BE ROLLED WITH A VIBRATORY ROLLER, A SHEEPSFOOT ROLLER, OR A LOADED RUBBER TIRED DUMP TRUCK, SCRAPER OR LOADER. IF THE SOIL IS TOO DRY, A WATER TRUCK WITH SPREADER BAR OR SPRAY HOSE SHALL BE USED TO BRING THE SOIL TO THE PROPER MOISTURE RANGE. THE WATER SHALL BE THOROUGHLY AND PROPERLY MIXED WITH THE SOIL PRIOR TO COMPACTION. • STORM DRAIN PIPES SHALL BE PLACED ON FIRM BOTTOM AND HAND TAMPED TO SAFE UP THE PIPE. A CUSHION OF SOIL SHALL BE TAMPED ABOVE THE CROWN OF THE PIPE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS SO THAT THE HEAVIER COMPACTION EQUIPMENT CAN THEN BE USED TO BRING THE SOIL TO A DENSITY AS DESCRIBED ABOVE FOR FILL AREAS. • IF SOILS INVESTIGATION REPORT IS PROVIDED, THEN FOLLOW THE RECOMMENDATIONS OF THE REPORT IF THEY EXCEED THE RECOMMENDATIONS OF THESE SPECIFICATIONS. TOPSOIL: • UNLESS OTHERWISE SPECIFIED, AREAS DESIGNATED FOR GRADING OPERATIONS THAT CONTAIN A BLANKET OF TOPSOIL SHALL BE STRIPPED AND PLACED IN CONVENIENT STOCKPILES FOR LATER USE AS A TOPSOIL BLANKET ON THE NEW GRADED AREAS SPECIFIED HEREIN, OR AS DESIGNATED. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE FILL. THE STRIPPING OF MATERIAL FOR TOPSOIL SHALL BE CAREFULLY DETERMINED AND ONLY THE QUANTITY REQUIRED SHALL BE STOCKPILED. MATERIAL STOCKPILED SHALL BE STORED IN A SATISFACTORY MANNER TO AFFORD PROPER DRAINAGE. WHEN GRADING OPERATIONS PERMIT, INSTEAD OF STOCKPILING, THE TOPSOIL SHALL BE HAULED AND SPREAD DIRECTLY ON THE AREAS DESIGNATED TO RECEIVE TOPSOIL. ROCK EXCAVATION: • IF ROCK IS ENCOUNTERED, CLEAR AWAY EARTH TO EXPOSE MATERIAL. NOTIFY OWNER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO EXCAVATION. REMOVE ROCK TO A DEPTH OF 6 INCHES BELOW AND 8 INCHES ON EACH SIDE OF PIPES IN TRENCHES. A MEASUREMENT OF EXTENT OF ROCK TO BE REMOVED SHALL BE MADE. ROCK EXCAVATION SHALL BE PAID FOR IN ACCORDANCE WITH AGREEMENT WITH THE OWNER. THIS REVISION DOES NOT CHANGE THE IMPERVIOUS AREA OR DRAINAGE CALCULATIONS SIGNATURE PANEL: DATE: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SITE DEVELOPMENT PLANS FOR W4 DEVELOP rar��:z•�a:�ai�yr•�� r:r■r.JE�•�yz�rz�i•1.1•r�i CAR WASH MENT SITE PLAN NUMBER: SDP202000021 C4111111:1,1■ W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHAR LOTTESVILLE, ALBEMARLE COUNTY VI RG I N IA 22901 TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO INITIAL SITE PLAN NUMBER: SDP201900052 FIELD CHANGE TO APPROVED SITE PLANS: 1. RECONFIGURE EXIT LANE AT TUNNEL ENTRANCE 2. WIDEN VAC SPACES TO 13' AND 15' 3. ADD ENCLOSED VAC PRODUCER BUILDING 4. ADJUST LOCATION OF CANOPY COLUMNS AT VAC SPACES 5. DUE TO THE ABOVE CHANGES, THE LANDSCAPING IN THIS AREA HAS BEEN REVISED. THE NUMBER OF TREES ARE THE SAME AS THE PREVIOUS PLAN. THERE ARE A FEW TREES THAT WERE MOVED SLIGHTLY FOR THE VAC PRODUCER BUILDING. THE NUMBER OF YAUPON HOLLY SHRUBS HAVE BEEN REDUCED FROM 80 TO 65 DUE TO THE VAC PRODUCER BUILDING PLACEMENT. THERE ARE NO OTHER CHANGES TO THE LANDSCAPE PLAN. VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT APRIL 15, 2021 DATE OF LAST REVISION: APRIL 13, 2022 u.} 63-B Y. JS-69 >. ue, w on. ATw-H, Y� {5-"A �� v.I101 6 of - Prty°q vJ �O F a €N�'"J ,4,L U1rOM-10 4!Q}A 4,A5 V o - Km 05C�0}�OM� q;uI e. r< � %�+ 1. 41 u-,n af94v,-n ���T i o o�1do v` T Yafi ppr wnl It PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniell's Bridge Road Building 200, Suite 3A Athens, Georgia 30606 Contact: Greg DeBacker Tel. (706) 548-1151 LOCATION MAP SCALE: N.T.S. OWNER: W4 Properties Charlottesville, LLC P.O. Box 42 Bogart, Georgia 30622 Contact: Justin Hendley Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road - Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. jeff@carterengineering.net Tel. 770-725-1200 SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS & DEMO PLAN 3 SITE PLAN 3.1 SITE PLAN CANOPY DETAIL 4 UTILITY PLAN 5 GRADING PLAN 7 EROSION CONTROL DETAILS FILES 9 STANDARD DETAILS 9.1 STANDARD DETAILS 10 ADA ACCESS PLAN 11 ADA DETAILS 12 LANDSCAPE PLAN 13 LANDSCAPE DETAILS 14 EQUIPMENT SAMPLES 14.1 EQUIPMENT SAMPLES E100B OUTDOOR LIGHTING PLAN LIGHTING CUT SHEETS REVISION BLOCK REV. NO. DATE DESCRIPTION 3 11/11/19 VSMP/WPO COMMENTS 4 12/16/19 ADDRESS COMMENTS 5 01/21/20 VSMP ADDRESS COMMENTS 6 01/30/20 ARCHITECTURAL ADDRESS COMMENTS 7 06/22/20 ADDRESS COMMENTS 8 01/06/21 ADDRESS COMMENTS 9 02/09/21 VSMP ADDRESS COMMENTS 10 03/10/21 FINAL SITE PLAN RESUBMITTAL 11 04/15/21 ADDRESS COMMENTS 12 09/28/21 CONTRACTOR BID DOCUMENTS 13 11/08/21 ADD PUBLIC ACCESS EASEMENT 14 3/16/22 FIELD CHANGE 15 4/13/22 ADDRESS COUNTY COMMENTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road Suite 2000 Watkinsville, GA 30677 P:770-725-1200 F: 770-725-1204 www.carterengineering.net �p�TH OF CZ MES J TER O, \V � NW DATE:4.15.21 24-HOUR CONTACT: Greg DeBacker (706) 548-1151 Project Tract = 1.05 acres Disturbed area = 0.99 acres Total Impervious Area = 0.66 acres Project Site Location: Lat 38.087836' Long-78.471183' 1. THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. A. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, AND CURBING TO DEMOLITION LINE SHOWN. 3. ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES. 4. ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. 5. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT. 6. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THE DEMOLITION/EXCAVATION PROCESS. 7. DISPOSAL A. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTE AND DEBRIS. THE LOCATION OF THE APPROVED SITE MUST BE INCLUDED IN THE SW PPP BOOK. 8. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT IS TO BE REMOVED,SAW-CUTTHE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCrURES, SAID PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. 11AT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 12.00NTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE DRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC, TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED. 13.CARE SHOULD BE TAKEN WHEN REMOVING TREES WITHIN THE ACSA EASEMENT TO PREVENT DAMAGE TO THE WATER MAIN. a I I I I ¢ I I I I I IIf III I I � I N N \ I\ I PK NAIL\\� D 1 11 /' 49S / I \ 1I I � \\\\\ \ \\\\ \\\\ \I II 11 II 11 y If INN/ E��I Ly II/�S�I II m 11 II m � 41 Ill 111 P i6�1 PIN€ I SCT RIO HILL, LLC, II Q 1II 11 II I 11 11 11 11 11 I I I /� C/O ROSENTHAL PROPERTIES111 1 1 1 1 11 I I I 1 \�I I TM# 04500-00-00-094A0 11 1 1 II I I I II I \II 11 I N \ DB 4134, PG 199 11 1 11 11 I I 11 I I I °J ZONING: PD-SC I 11 I I I 1 1 1 1 1N1 _ PRESENT USE: SHOPPING CEN�T�R I 11 II II II II II III � I \ 11 I I II II I II� � I ��- 1l EXISTING I j I j I I II SANITA YI EASfM NT I 1 I /I al DB 98b/7117 1 A�DI DIB 1 I III 985/722; 1 1 1 1 1 1 1 1 1 1 II 1 I/ I lii11J1i11� EXISTING LIGHT POLE TO BE REMOVED. 1 1 1 1 1 1 j 1 1 l It REMOVE LINES AS NECESSARY (TYPICAL) /J / I EX INV. OUT WITH FLARED // / / / /.4 END SECTION=470.4' L/�\ I \_ ?/I I / I I I STORMWATER EASE MEN / Z�`. I I DB 985/717 AND D.B-9�5�� / / / N EXI M ` I TOP �488.5, I r\ \ / N�I�` I --u---u--- _ - - , ` D EX MANAGED SLOPE AREA. I n --- W m /, l m -49 ----------- \I WV 3 / _ _ \ w �------494----- _ �----- _�I `yw )(IP,INLT +1_0__4 11L �LrCNTLL-----_na TOP / -- -> I IN I z // �9 ,� ,/ /� EXJSTING00 �'I-� I J\ I M m _ / / SIGN EASEME f ' _�-�f xm / /� / �'�\�\ �� /� /� ,� //DB 985/717 AbD V51 7:=-�'� Z ,� DB 985 2 I I ;>< BRIGK_SI6N\= �� / l II I ICE 1�" QAK3I(-1-` II/�I I I I�I o � �- x Vi vIl'� X�OQ�IPST�F7/\X 18'\,IQAKS��� \\VX Ilia //r�i �I--------- ----. 'I 140. I �fll EXISTING STRUCTURE ND TO BE r r REMOVED. DISPOSE OF IN APPROVED // --- 11112 -EXISTING UTILITY EASEMENT /_24 IIIII '/�J • ..'� DB 985/717 AND D8 985/722 REMAINEXISTING 1" WATER METER TO BR/Cl ill II ' � • M 2100 1 4^ \ y (COD FF=490.5C' 38.0' 0 I 30.5' / M �i I _ IN 30' UILDING SETSArK--ZCr I- � \_ V) -EXSTING DRAINAGE - -'-- ----- W 7 �� - �-�/ ENT 2021 01 (DEED BOO 563WA 6471) -7, TOP=486.1'`�� \� w a INV. IN=475.3' - - - - aVP GbT =�72F1r - - - _ -485 / _________ ---------- _ _� _ ________ _ __ _________ _ _ -- - - - - - --- EX MANHOLE NOT \ ' 19' 26'W-------- /----------- - \ ----------------------S2 --F_OUND----- -WrueT / - _ ___ -uar-- _ ~ T T - --- EX DROP INLET EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) EX GRATED DROP INLET EX GAS LINE n TOP=487.1' TOP=484.3' INV. OUT (15" RCP) =481.4' EXISTING SIDEWALK TO BE REMOVED (TYPICAL) INV. IN=475.8' INV. OUT=475.7' U. S. ROU TE 29 (S&L) SEMINOLE TRAIL (VARIABLE WIDTH) 0 Q N i \ 0 1 Mk EiX 14" L WWOOD - I - --------------- ----------5"--RCP----- EX 1 6" YnTPIj"=4092tE I s INV. IN=482.3' INV. OUT=481.3' / O5�' JE 1� /Wry D e�� EXISTING UNDERGROUND GAS LINE TO BE REMOVED. EX JBOX EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) u.x6a/U-) W �✓' RP 63- 1 35 i5 88 a b� t" 65.66C166C \ t�-G.{N tF % e5'9n VV //f +je a5810{ , B.4'1_1 a 3 u.e A PZac i ^1x 63113G ^P m 4581-e1 6,^ y^^4 { ? ua4eafe 45.6e asaanfi �/�/ c a A9Ler HNc {s.S6P �a fl U 27A w��4 63-95 ,e at' ml v a5 sa y tr� a< m aH"&Zdb N Ls 'a< J 00.'.1 35. a . C/ u 1 u -103 asnai _1.4.5 r: aiM a B1 u° a1 E6, d 1(FRS P , 5 uLYlyieni3-npjeeF:f2�eu 1U.Ux.9 b`a'�if,,eo 1x R�. )i x.ti / sa6A LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road g P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' M T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsvJlle, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Q Z LULU J z 5N LU `^ CL LU H O O /� LL L O IY w C=J LU J LUZ LU J J LU RI Q O CIC 0 0 LU N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: 2 PROJECT NUMBER: 19016W4D DATE: 04/15/21 SITE PLAN NOTES • Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. • Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. • Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineering design. Walls require inspections as outlined in the USBC. • Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. • ALL water lines, sewer lines, and fire lines form the main to the structure MUST have a visual inspection performed by the building department. • All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required if positive for such. Contact VDOU for additional requirements and permits for demolition plan. • A knox box is required for the project structure and can be coordinated with the local fire marshals office. i LETTER OF REVISION #1 TO SDP202000021 FIELD CHANGE TO APPROVED SITE PLANS: 1. RECONFIGURE EXIT LANE AT TUNNEL ENTRANCE 2. WIDEN VAC SPACES TO 13' AND 15' 3. ADD ENCLOSED VAC PRODUCER BUILDING 4. ADJUST LOCATION OF CANOPY COLUMNS AT VAC SPACES 5. DUE TO THE ABOVE CHANGES, THE LANDSCAPING IN THIS AREA HAS BEEN REVISED. THE NUMBER OF TREES ARE THE SAME AS THE PREVIOUS PLAN. THERE ARE A FEW TREES THAT WERE MOVED SLIGHTLY FOR THE VAC PRODUCER BUILDING. THE NUMBER OF YAUPON HOLLY SHRUBS HAVE BEEN REDUCED FROM 80 TO 65 DUE TO THE VAC PRODUCER BUILDING PLACEMENT. THERE ARE NO OTHER CHANGES TO THE LANDSCAPE PLAN. THIS REVISION DOES NOT CHANGE THE IMPERVIOUS AREA OR DRAINAGE CALCULATIONS CG-6 CURB AND GUTTER (TYP.). PROPOSED DUMPSTER - ENCLOSURE WITH HEAVY DUN DUMPSTER CONCRETE PAD. SCT RIO HILL, LLC, I a C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO I N DB 4134, PG 199 C ZONING: PD-SC I n-, PRESENT USE: SHOPPING CENTER I , /K I PROPOSED DIRECTIONAL I ARROW (TYP.). I / EXISTING SANITARY EASEMENT DB 985/717 AND DB 985/722AUTO SENTRY AND GATE I / I CONCRETE ISLAND (TYP.) I I/ Tr I / I III I I I I t1 VV GRATED DROP INLET RIO HILL CENTER I I TOP = 8.7' INV. 0 T=479.5' ; EXISTINGSIGN I I 98571 �-►f -' DB / q�p I 15 -RCP `-- � 191..25' DB 985/7 2 -- -- -- -- -- PROPOSED RETAINING W LL 0Q.: PROPOSED RETAINING WALL MAX HEIGHT= N MAX HEIGHT=3'1111p~i CG-6 CURB AND CONCRETE r 3r--------12!r ol0 30' BUI ING S K c r CONCRETE EX MANAGED SLOPE AREA. VAC -BOOM CANOPY (TYP.) I 28' 1 19' 19' 1 28' Io 30 VAC -BOOM ih C CONCRETE I� 'ARKING SPACES PAVEMENT m n In 3'r 3'r � 111 VAC PRODUCER ' L N (2) 12' X 18' FIX CONC. CONCRET A PARKING SPACE W/5'WIDE PAVEME STRIPED UNLOADING FIX RAMP TYPE I (TYP) 13' O m I \ 15. r� 2'r EX INV. OUT WITH FLARED (3) EMPLOYEE PARKING / - < -W T W , I / (ELL[WING 1~'7'�END SECTION=470.4LE " LKe ' It L CG CURB AND H/C RAMP TYPE 1 TYP .' / GUTTER 2'rR (TYP.). $ I Tr N 00 <104. a � ° 125 4u I 23r CONc E� 12' PROPOSED CARWASH N 31' STORMWATER EASEMENT �.�\ I a PAVE ENT _ 4,231 S.F. DB 985/717 AND DB 985/722` ' I / 00 / F.F.E. = 492.00 EX SSMH I J TOP=488.5'\ 10,r IF = 484.8' - - - - - S BUILDING SETBACK f' 125' 4" y� DRAINAGE tP7 �' •( --8,---8:---ss---�- a- S I EASEMENT DB985/717ccn oxa oHx oxa ox oxv ox D oxv oxa OHa DHx OHv DHx oxv oHx IGN .ur _ 0' R (APPROVED PARATE^ - -_`- ES�DR�INLFT- PERMII`9NfL'Y)-- Is., NEW PERMANENT ACCESS EASEMENT 202100018610 (DEED BOOK 563WPAGE 647) TOP=486.1' s� •�.^ter. '� .�. - - - - - - - - a-' -EX•'MQNF.IOJ_E.N T 4 19 •r ^ ,1< j �14' CCIItlCQETf d. .5226"W' °. ' 'SHARED USE pA7H :EONND. ',, r. S,J ^': •; • u6.1-- ° d.. ' .. ,I 'fir. �-a• �. 1.T-- ucr ;� • _-- -- �Y EX DROP INLET EX GRATED DROP INLET EX GAS LINE TOP=487.1' TOP=484.3' INV. OUT (15" RCP)=481.4' ° INV. IN=475.8' INV. OUT=475.7' U. S. ROU TE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) 0 HOURS OF OPERATION WILL BE 8a.m. to 8 p.m. IN SPRING AND SUMMER AND 8a.m. to 6 p.m. IN LATE FALL AND WINTER. ALL DELIVERIES WILL BE MADE AFTER HOURS, THEREFORE NO LOADING SPACE IS REQUIRED I) PROPOSED DIRECTIONAL ARROWS (TYP.). - CG-6 CURB AND GUTTER (TYP.). PROPOSED DIRECTIONAL ARROWS (TYP.). A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' +I. C.B. = S59'24'42"E EXISTING SIGN TO •.�J�} �,+:I REMAIN EXISTING UTILITY EASEMENT 9I �1 I DB 985/717 AND DB 985/722 LEVEL LANDING AREA - 4I FIX RAMP �Jd..� • �.�°:�, sI LEVEL 0 O I I x Is •I LANDING AREA I. I N va ....,I �.�..: O >>. EX DROP INLET i TOP=488.2' s INV. IN=482.3' NV. OUT=481.3' �< / wE -w[ _ EX JBOX `LEVEL LANDING AREA YPE C-12 RAMP(SEE DETAILS) LEVEL LANDING AREA 81 Know what's below Call before you dig dial 811 {S.x6a U_) WPP�'00a 63-B1 • i5.68''O' t"�, Ud "�NU�1 �Jl O y W.66C166C V \Fm°,o { {9-W P%113G 0 458101.UB.1 s ,59P/,BfiB 'QCi i511 C °•f '�B ° .y0°O°°Y a �. 0.Y3 9.n U.Bt ° a5a°nfi° ,p` :591-Pv°P a�' aa•Pin c a Agner H,M {S9)P .Uq m m ssaJS ��fl U a-zs U Nm •rG1°� 4 95 °, y (; 66. ° < m aW &Zdb N +5 as- as 4 UP p w+scb°k'tl_ Ls l RImN1l4P ve e APO °' a.G u�xB Yam" °° °• ^`V�.N2I I'=%4`rF/j- 4. F?� v" oo •" 95 Sc St50�11 UJ} J Cr ,5 1 x4 -1°i 4 .tU6. Lye +~S 5] JG Oeb�ry Y 9h I. rt O° QC.O3 fi 12 (i GeF:feU xl 1% d d"µ P' LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales area for the first five thousand (5,000) square feet and one (1) space per each two hundred (200) square feet of retail sales area above five thousand (5,000) square feet. For purposes of this paragraph, 'retail sales area'shall be deemed to be (1) eighty (80) percent of the gross floor area; or (2) at the request of the applicant, the actual retail sales f oor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 2,715 Square Feet (21' 8" x 125' 4") Required Parking = 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 ac (100.00%) Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing Landscape Area = 26,785 sf 0.61 ac (56.38%) Total Impervious Coverage = 28,611 sf 0.66 ac (62.49%) Structure Coverage = 3,739 sf 0.09 ac (08.17%) Vehicular Coverage = 22,291 sf 0.51 ac (48.68%) Pedestrian Coverage = 2,500 sf 0.06 ac (05.46%) Proposed Landscape Area = 17,176 sf 0.39 ac (37.51%) Total Coverage Area = 28,611 sf 0.66 ac (62.49%) T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeermg.net z Q Z I- IY Ww J z J LU LU O O 0 /L L LL O O W C=J >LU J W Z LU J R} VLU = O (r O O W N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN SHEET NUMBER: 3 PROJECT NUMBER: 19016W4D DATE: 04/15/21 ' I I I I I I I I 1 I � I N I I I wm I m N Z w a U I I z00 00 I N m GRATEROP INLET TOP = 8.7' INV. OUT =479.5' I w PK BAIL D ---.7 = Ia I / SCT RIO HILL, LLC, I tt I q C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO N DB 4134, PG 199 ZONING: PD-SC I `v / PRESENT USE: SHOPPING CENTER I f / I EXISTING SANITARY EASEMENT / DB 985/717 AND DB 985/722 I i I ca � I / EX MANAGED SLOPE AREA. 14x42 TWO COLUM O I i O EX INV. OUT WITH FLARED END SECTION=470.4' h l I / +•.., 2i I / � _ a co STORMWATER EASEMENTS- a / DB 985/717 AND DB 985/727I / EX SSMH ' TOP=488.5'\ IE = 4848' RIO HILL CENTER 26x56 FOUR COLUMN I / I l/ I / EXISTING I f'11 SIGN EASEMENT y — _ DB 985/717 q p I DB 985 7 2 3 30' BUI ING SE_tK N C) o C4 N N_ I I I I o I I 14x66 THREE COLUMN N 26.0' — PROPOSED CARWASH 4,231 S.F. F.F.E. = 492.00 IN \\I — — — — — — — 30 BUILDING SETBACK ��� EXISTING I DRAINAGE �— S I EASEMENT \ DB985/717 oxv oxv oxv OH oxv Ox D OHY OHv OHv OHa OHY OHv OHv OHv ^' — ER—Dfi6'�INLET `'r 7s NEW PERMANENT ACCESS EASEMENT 202100018610(DEED BOOK 5636/PAGE 647) `JEIN •':' TOP=486.1' I t . I. v OG`T a.47A' 1' � T T _ 1:1 w f - : 2149$ EX MAf HOLE N S24 19' 26"W —VC i —YL i — —YE 1 , / • EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' EX GAS L I'.-: U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) 0 EX DROP INLET —� TOP=487.1' INV. OUT (15" RCP)=481.4' A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S5924'42"E LAIbIING UTILITY EASEMENT DB 985/717 AND DB 985/722 EX DROP INLET TOP=488.2' '�'•; ,.3 NV. IN =482.3' INV. OUT=481.3' UCE---WE— EX JBOX i — r� � Be 81 Know what's below Call before you dig dial 811 0 M a5.]L/a5-] W'O�✓':'gtia 65-81 � 35 65.98 f F�°f. �C COI UJ .41 15ti�i °4 a5.69C166[ �a1�N' a.{e a5 86.0 {S�66A d5-66 a5'11] B O� a581�01981 0 a •d a5-9 P+® tl 89 1C' 3511 vile 'Jat° `Y °y0n°°p m 00 {St9P 3B )B, a 1t -109 d�P ayB]-01 -0i 4� D+Bp°I.. 5ytl °A P 1 4*B tl 9]P �A�9nar HNt P R Ld. m a5 LJS q j 1~ u a tl V a5.9a of r'b b{�h'� ' a'W61fik W_ �'aiP LES o\. s. RI Nlre¢tr .0 � e � � y 91 % ib Z Y.- �/ 124 V.° f l:l. sa621 9�5 r LOCATION MAP SCALE: N.T.S. BLACK ACM FASCIA NOTE: NO EQUIPMENT WILL BE VISIBLE ABOVE THE VAC CANOPY FASCIAS FASCIA TYPICAL DETAIL 10, 5' 0 10, GRAPHIC SCALE SCALE 1" = 10' 20' 30' T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 wwwxarterengineering.net z QQ z Ww J Z 5LU J W C o 0 �O O W O >w J W z LU J LU �} V = O O O W N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN CANOPY DETAIL SHEET NUMBER: 3.1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 505.00 500.00 495.00 490.00 485.00 480.00 0-20 O O O O Z H 3Z Q J J Z W t9 Q 03 cH p Q Z o Z 3 J Q J W Z Q W3 FINIS ED GRADE EXISTING GRA E / N N CONNECT TO EXI TING LOW R EXISTING WATER VIAIN WAT R LINE TO ME T MINI UM ACSA COVER FXISTIN FRO I ESTABLISHED WATER MAIN FIN SHED GRADE TO 0+00 0+20 0+40 0+60 0+80 WATER PROFILE SCALE: 1" = 20' H - 1" = 5' V W4 Express Carwash Fresh Water Consumption Reclaim Water Consumption FUNCTION Gal/Minute GAL PER CAR FUNCTION Gal/Minute GAL PER CAR Pre Soak #1 2 1 1 st Top Brush 4 4 Scent Arch 1 0.25 Wraps 12 6 Pre Soak IK2 1.5 0.75 High Pressure Side 22 15 Foamer 2nd 1.5 0.75 Omni Top 11 7.7 Foamer 3rd 1.5 0.75 Pendulum Plus Driver Side 12 7 1st CTA 0.5 0.25 Pendulum Plus Passenger Side 12 7 2nd CTA 0.5 0.25 Underbody Spray #1 4.8 2.4 Back Applicator 1 0.5 2nd Top Brush 4 4 Pre rinse 4 2 Clear Coat 2 1 Drying Agent 2 1 Spot Free 7.5 3.75 Tricolor Conditioner 3 1.5 Prep Gun 4.5 5.5 0 Triple Polish 1 3 1.5 Hot Wax 4.5 1.5 Rain Repellent 21 1 Total 43 17.75 Total 81.8 53.1 Total Fresh Water Consumption W/O Reclaim 124.E 62.85 Total Fresh Water used per car 17.75 Projected Cars per month 5000 Total Fresh Water Used per car per month 88750 5 gal loss per car due to Evaporation and 25000 drive off Total Water Sent to Sewer 63750 63,750 gallons per month / 30 = 2,125 gallons per day A I I 11 ¢ � 505.00 I I I I II I I III I 500.00 I I IN I II I w� I �m w 495.00 N z w Q I ! I Z u7 00 490.00 I I v~i °i I wo PK BAIL D s I I - 485.00 I I / I 480.00 1+00 1+20 a I I I I I I SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES I I TM# 04500-00-00-094AO N DB 4134, PG 199 ZONING: PD-SC I CY PRESENT USE: SHOPPING CENTER I / 1 EXISTING I / I SANITARY EASEMENT DB 985/717 AND DB985/722 I I PROPOSED PIPE No. 3 91 LF.-18"0HOPE SLOPEPROPOSED / GRATE INLET A-2 RIM: 489.50 p hl I EX INV. OUT WITH FLARED END SECTION=470.4' I / � � � a c STORMWATER EASEMENTS DB 985/717 AND E 985/722` EX SSMH I TOP=488.5'\ IE = 484.8' / \g\ \.I`6'C.0�... ... _ PROPOSED PIPE NoJ . II 45 L.F. `_ 18"_ Qf HDPE SLOPE = 5.0% PROPOSED CONNECTION INTO EXISTING SANITARY SEWER MANHOLE. I.E. = 485.3' SLOPE = EXISTING STORM DROP INLET A-0. LEAVE EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. RIM = 486.10 EXISTING FL IN (SE) = 475.30 PROPOSED FL IN (N)-480.26� PROPOSED GRATE INLET A-6 RIM - 486.5 PROPOSED PIPE No. 6 6 LF.`18"0HDPE SLOPE = TO EXISTING GRATED DROP INLET TO BE REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 / TOP - 6.T' NOV OUT=474.1' - t---B6T-- S24' 1 . EX MANAGED SLOPE AREA. ... I ryV I 'p GRATED DROP INLET RIO HILL CENTER I TOP = 8.7' I INV. 0 T=479.5' I / S11 EA SI EASEMENT D 985/717 AbD I X 15R�P =___�-� " B 985 7 2Is CLOSEST EXISTING FIRE i 11 assesses ppw I I HYDRANT APPROXIMATELY 200' FROMTHE r3 I I I I PROPOSED BUILDING. ACCESSIBLE IIFROM THE PARKING LOT. Y REFER TO DETAILS PROPOSED GRATE INLET A-3 RIM: 491.00 GAL. ® ® II I I I I I II I II I 00 30' BUILDING SETBACK c 2 {)j � 11 d sta. 1+21 CONTRACTOR NOTE: CONFIRM THE DEPTH OF THE EXISTING WATER MAIN PRIOR TO LOWERING TO SEE IF THE WATER MAIN CAN REMAIN IN PLACE LOWERED WATER LINE TO BE A MINIMUM OF 10' FROM PROPOSED STREET TREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPE III I WATER LINE RELOCATION TO BE I I WITHIN EXISTING EASEMENT I A= 8*06'15" n ® I I L = 140.14' I I I R = 990.77' Iz I l i l C. = 140.02' C.B. = S59'24'42"E lower water line begin sta. 0+00 PROPOSED PIPE No. 4 I 66 L.F.`18"GI HDPE SLOPE =1.0% I EXISTING UTILITY EASEMENT PROPOSED - - - I I DB 985/717 AND DB 985/722 GRATE INL -4 WATER LINE RELOCATION TO BE RIM: 491. kI I i I WITHIN EXISTING EASEMENT RELOCATE EXISTING METER OUTSIDE OF SIDEWALK EXISTING WATER METER TO BE 6" C.O. I UTILIZED FOR IRRIGATION --'_CONDUIT- - I I I I I M�10 W o i s - II WATER SOIL ANDS I I I O 0GAL. LANDR cz6 k (SEE DETAIL) OPOSED PIPE No. 5 PROPOSED CARWASH a52 L.F. 18"0 HDPE SLOPE = 1.0% 4,231 S.F. 9q CURB PROPOSED F.F.E. = 492.00 RIM:49 .70ET A-5 RIM: 490.70 30 BUILDING SETBACK rxJ -.a9.a.�.a9-s-nN-•rti 61,C.O. 6"0PVC -SLOPE I%MIN-cnsT ""' EXISTING � W-15" ( DRAINAGE PROPOSED GAS LINE EASEMENT ,I 1 DB985 E�dE -� � -- -- cnnn P ANHOLE NEW PERMANENT ACCESS E�"iEMENT 202100018610 (DEED BOOK 563C>IrWP ANILS) � i `-------- T --------2147 1---'E,XCCMANHOLE N0� FOUND �u6 t -W T- WT�--W T- EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' EX GAS LINE U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) EX DROP INLET J TOP=487.1' INV. OUT (15" RCP)=481.4' i I s i f I I -" DOMESTIC ATER SERVICE /XI - ------ --------- ______________ EX 15 RCP fkf�� EX DROP INLET j 3 TOP=488.2' INV. IN=482.3' ✓X`I INV. OUT=481.3' PROPOSED 4" WATER TAP REFER TO TD-12 ON SHEET 9.1 1.5" DOMESTIC WATER METER WITH RPZ BACKFLOW PREVENTER OX oxr YpE---yEF-JBOX ,ro*� PROPOSED ELECTRICAL TRANSFORMER PROPOSED UNDERGROUND ELECTRICAL SERVICE UTILITY NOTES • ANTICIPATED WATER USAGE 63,750 GAL/ MONTH = 2,125 GAL/DAY (PEAK DEMAND 82 GPM) • SEWER AND WATER SERVICES TO THE BUILDING WILL NEED TO BE DISCONNECTED PRIOR TO ACSA APPROVAL OF THE DEMOLITION PERMIT. • EXISTING WATER METER TO BE UTILIZED FOR IRRIGATION w.x66 U_) !It°�80P a3-B, • 95.08 86, t"�, pd °�"U�1 �jl l,, a ry y w.60G166C �I tOl pG 9� nP. {3-W <S ,i3G an^4 °v 458101 BB1 00 { a 0.590/.BBB 45.08 ZZo �-x p a U Bt 9 •` (\\ {5.39<6B V.y,B, 10 43 -f 09 QUA 9381016.0E 4� a+SVellt nQ A,.,.Hurt 95.9>P b8 aa.e 69 /0 a +5.)9 •� 1, p0 �' EFpXl P p �f 9 0�1 0•r-t0 4 a5-95 �/ V NTB aS,C.I OM /� V 4589 udS / � �� \y9�' W8�1/b N as_ oy. 4 v9 a yce 4a � ES +ac a� a � 0 G 95-94B �9 ! pF a on, • °'iM ) � r y�.T B O ry E 9 _ � +4]QV 611t0 6, F.1 a6 6t NlllxOrU L \�yinn_ix-a p o /t^rjbelr'E.i tx d 6 �o°/'s' LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground d utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. SITE PLAN NOTES • Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. • Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. • Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineering design. Walls require inspections as outlined in the USBC. • Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. • ALL water lines, sewer lines, and fire lines form the main to the structure MUST have a visual inspection performed by the building department. • All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required if positive for such. Contact VDOU for additional requirements and permits for demolition plan. • A knox box is required for the project structure and can be coordinated with the local fire marshals office. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' GRAPHIC SCALE SCALE 1" = 20' 40' 60' T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeertng.net z Q Z LULU J z 5N w C LU O O 0 LL O 0 w C=J >LU J LJJ w LU Q CJ J J LU �} V = O (r O O LU N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 04/15/21 RETAINING WALL "At'' WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) A-i 0+00 495.50 493.50 2.0 A-2 0+29 494.00 491.00 3.0 A-3 1 0+99 1 493.50 1 491.50 1 2.0 RETAINING WALL "B" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) B-1 0+00 493.75 492.50 1.3 B-2 o+18 1 494.90 1 492.50 1 2.4 B-3 0+34 1 495.50 1 494.00 1 1.5 RETAINING WALL "C" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) C-1 0+00 491.00 490.00 1.0 C-2 o+18 491.00 489.00 2.0 C-3 0+40 491.00 1 489.00 1 2.0 C-4 o+65 491.00 1 490.25 1 0.8 BOTTOM OF WALL EQUALS FINISHED GRADE EX INV. OUT WITH FLARED END SECTION=470.4' /\ L_ I 0 I i ■ 4 ! I i ! i S ■ ® I i ! i ■ x I ! ® I ! ■ ! ® I ! i I EX MANAGED SLOPE AREA. ® I ® i n --49 ------ - --- ■ 5- W\/ ® \ GRATES jd6P tIVLET-_ - - - - - - _-- TOP IL .7r / / - - - - - - fJ- -lrC TLCt _ _ ------ ------ I ®e1■� ® PK NAIL\ D ___-- - r€ -\_/ 'B-2 B-3 ' 928C3. 495 �I III / I A-1 I I I I I / / ! / /' B-1 / 493.25 ® I / / /1 / I I I I I A-2 A-3 ! � j l l � 4gS-�/ ����' I� I j I I � I Ia�a � o�'p■9Yo+ // / j / / / s,, w(m I 1 n\ \ \\ \ \ \ \ ® I I I I I I III I I I ®�'7 ® / / ■ /' / / A o ®�4304®�s , I I I II 'o ■®®� 1 / j l / W � � l \\ \ \\ \ \\ \ \\\\ \ \I \ 1 I 1 I1 ■; 1 I1I 1 1 �,---I 30'//BUILDING SE�B. I - /CK / / BENCAMAI�KISETII 111 1 ®I 11 II I II II / I III I -� // 1 jI % �4■eOg l MAG NNL Wl-491.17 I I I I / , ' @4ji7Ba ' I 1 � 1 -P � a I (o I I I ® ® I\ ®i v� l I 00 I m I V, Q' I1 I 1 I I ` I �493 493.00 19 / I i' I \ \ •i■, ® 'sr II g l l l l l l 1■I II 1 I/ \ \__ I/ I I l I I !.-/' i \�\ \\ �R9\® SCT RIO HILL, LLC, I I II I 11 1 1 1 I■ I I -/ e \ ! i t `. \ S C/O ROSENTHAL PROPERTIE?S ! 19 y j TM# 04500-00-00-094A01 I I I 11 1 1 Ie 1 1 hh I ! ` \ A I I 11 1 I I 1 1■I 1 1 N'` I^ 492.10 / I I II II I \�� \�-a '492- DB 4134, PG 199 I I 11 1 1 151 I \ ZONING: PD-SC I I II 11 I I I lil I 'N� I q �\\ / I I I ® - \\\\\\ l PRESENT USE: SHOPPING CENT 1 I 1 I I 1 1 jll 1 (IV I� I I _ I I II 1 I I II I ■1 II I/\ 491.79 1.79 492.30 / I II -'{--_ 11 \\ \��J\4\` I` I I I I I l I p 1 q I / 49230 J I( 492 \ I 492 ` \ i � I I I I I I I I I I I/ / / I I I1= -rcc $_CONDUIT_____ _■ �� �\ - I PROPOSED i - I GRATE INLET A-3 PROPOSED PIPE No.4 I I I I I I I r RIM: 491.00 ■ II 491.40 IN66 L.F.-18"GI HOPE III I I I ,�`-` i ® ■ I Ino SLOPE =1.0% 491.50 \I ■ /' tPROPOSED PROPOSEDPIPENo.3 I I I I I [e Uy "®4p�b® ® �/ IC GRATE INL 91 LF.-18"OHOPE I I I I I I/ I ''k mQ - 1 ® II I� RIM: 491. SLOPE =1.0% PROPOSED I I I I I I I/ I I 491 m - - ® m I TR 491.24 GRATE INLET A-Z a_ �',^, �-�I 491.24 RIM: 489.50 // / / ■ I ,\\ BR 491.40 I ONO/ ago I \\ I / ■ I i a91.4o ■ _ 491.39 ai�o� I - - - - - - / - _ a _______ Z'_�ONDUIT / / / / / / / % / ■ I/ I I r -- TR 491.90 ,® ^ 491.20 Y ago\ ® - --'i / _ y, OPOSED PIPE No.S i ?$Ct,' / � C', `�' 490.5D ---" PROPtl1SED CARV�l 6H 52LF. 18"0HDPE ®® -IV SLOPE=1.0% II \\ 45231-S.f. ■ PROPOSED - / / / / ■ 491.50 \ ■ CURB INLET A-5 491.50 491. 0 - EXSSM� y \ F.F.E. = 492,00 ■ RIM:490.70 TOP �488.5'�/ I ® '\ \ - C-1 v490 \ \ ■ ws� s GkB 491 PROPOSED PIPE No. 2 45 LF.-18"0HDPE SLOPE =5.0% - --- -- U. PROPOSED JUNCTION BOX A-1 ----- PROPOSED PIPE No. 1 8 LF.-18"0HDPE SLOPE - 5'0% EXISTING STORM DROP INLET A-0. LEAVE EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. RIM = 486.10 EXISTING FL IN (SE) = 475.30 PROPOSED FL IN (N)-480.26 PROPOSED GRATE INLET A-6 RIM - 486'5 PROPOSED PIPE No. 6 6 L.F.-18"O HDPE SLOPE = 2.0% EXISTING GRATED DROP INLET TO BE REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 PROPOSED FL IN (S) = 482.13 15.; �� ,rvEW ERMANEN7 ACCESS EE SEMENT 20M1 018§10 (DEED BOOK SEMI 647) \ \ qg7, OUT =-�r7 T _ _ - f-�-------------- T _--- -2i#9 -- MANHOLE N�------------S2y( 1 6 - - - /�/- - _ - - - - - ■EX NH ■FOUND - --- / -- ' --- - - - - - - - l _ucf�=---cr---uBr--=106r---uc*--- --uaT---mr ■ ■ - ------- a■ t EX DIOP INLET EX�GRATED DROP INLET t LINE TOP f487.1' TOR =484.3' 6 INV. GUT (15" RCP) =481.4 IN\P. IN=475.8' 04'49so. I NJ OUT=475.7' ■ U. S. ROUTE 29 (SEL) SEMINOLE TRAIL (VARIABLE WIDTH) i ! i ■ ■ ! i O ■ BR / / / CONTRACTOR NOTE: CONFIRM THE DEPTH OFTHE EXISTING WATER MAIN PRIOR TO LOWERING TO SEE IF THE WATER MAIN CAN REMAIN IN PLACE. MINIMUM OF 10' FROM PROPOSED TREET TREES. SEE LANDSCAPE PLAN LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.2 MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPE A = 8*06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E 0 Q) ct 10 Q N L EX 15" RCP EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' ' UCE---YeE- nX - . BB 488.00 aQ4�RP®� F2/B 0®ffiYllM® {S.E6a U_) Wea�'a0a 65-B1 • i5.68 ba, t"p pd �NU�1 �Jl � M1 y 65.66C166C . \FF�a-° {, 8 GS'Ba ^ •�B 458t0{9-.'proek-p/j 'y {y-q6 65113G ^P m 4581 01 UBl o, { s 4594q B6B 45.60 �C i511 'JB a �0o°^ee '.h 00 ✓� � ° r o° e� m o 'a asaanfi �/�/I 0.1Eplift U W pp4 65-95 ,e V Mm of � •� q a Q �}�� v 45 ea y tr p< m aW'&Zdb k as as 4 oa p w cbo,,.p_ � Ls l at'. v1 ,s 'RI°.xUE•e '°.f, ee � e Wab v`' e Y. 5` _i �J } • W, G i5-aaB � 9, 9H�/ t,bF y� �•.' N, �'ri u iRs r Soo ob 56. a a °e a o� per : 61-12 E3 Y' H4 1(FR5 L�Y�I3-6 M1 ti�0c r of F EjeeF:f�eu x] d 3J P' - 1u.0a..16`pr�fE'eo 1 TM '1 E'v[. ' a6R0i 5 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsvil1e, GA 30677 P: 770.725.1200 F: 770.725.1204 wwwxarterengineering.net z J Q Z I- LULU J z 5N w C LU O O 0 /� LL O 0 w C=J >Lu J WLU z J J LU l� O _ CI LU N v i PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: GRADING AND DRAINING PLAN SHEET NUMBER: 5 PROJECT NUMBER: 19016W4D DATE: 04/15/21 W WPAB@ 6' Di $TEEL BOLLARDS W/ CONC. ALL j1YP.) � AWl N Frzl 4 2-1 al 2-Ir L6" CONC. SUB W/ 6 X 610/10 WWM ON 6 MIL VAPO BARRIER OVERR g C.M.U. WALL CLEAN WELL COMPACTED PlL lasso PS.I. CONC.I II 11 II RELD VERIFY ,r$• II I t-B5 VERT. IN CONC. RUED SHOWN AND AT E SHOWN AND AT 45 O.C. MAX 8 Aa]I CKVENEERTO ITCH BUILDING FI A DUMPSTER ENCLOSURE ELEVATION B DUMPSTER ENCLOSURE ELEVATION A301 ni A301 nts J ABDI DUMPSTER ENCLOSURE PLAN A301 nts BRICKVENEERTO Reinforce with a minimum grid of wire MATCH BUILDING reinforcing or #4 bars at 12" on center. nPl DESIGN RO�UP 3450 Ac+north Due West Road Building 100, Suite 120 PRECASTCONCRIM PRWASTCONCREIE WIDISLOPED WnHSLOPEDTOP - BRICK Val TO MATCH BUILDING Kennesaw, Georgia 30144 P. 770-917-51DUMPSTER ENCLOSURE ELEVATION DUMPSTER ENCLOSURE ELEVATION C D wlmv.mrpdesign.n.mm /yapt TRB A3o1 Dts !iJ LOW-PFRMPARH,TrY SOIL r FILTER FABRIC BAEF7ELD® BLOCK I a I - 1 P I " IaI I I 1 I ' FINISHED I. I GRADE I ^ .3 TOA OF H (TYPICAL) NOTES: STRUCTURAL 1. STRUCTURAL BACKFILL IS TO BE PLACED IN BACKFH.L 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO CORES AND ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND BETWEEN BLOCK AND CONCRETE MASS. Ti TYPICAL I- � I III —III III —III I I I_I I I —III I I I- =1 I I I � I —III III—I.L��= ICI III—�.L 'e4 STRUCTURAL ° BACKFILL DEPTH ae S 1 • PER DESIGN 04�� ENSURE CORES AND VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY �� A N C H O R® Thesegraphicrepresentationsnly intended for AWE Bayfield 6" Multipiece Retaining Wall System preliminary design purposes only and are not to BUILD SOMETHING BEAUTIFUL be used for construction widBoutthe signatllre 5Dal of a registered professional engineer. 2/29/2012 Typical Cross Section j Anchor Wall Engineering, LLC 5959 Baker Road, Suite 390 ® 2012 Anchor Wall Enginconng, T T r Scale, Zw6ect InformalTypical Details For Minnetonka, MN 55345 0 and ra Anchor wall systems, Tna. 3/8"=l'-O" The Anchorplex'''"i Retaining Wall System BFMPSA05A CONCRETE PAVING -4000 PSI PORTLAND CEMENT )NCRETE WITH AIR ENTRAINMENT AND ELDED WIRE FABRIC OR FIBER MESH UNTREATED AGGREGATE BASE COURSE ADOT TYPE I, SIZE 21-A) )P 10" OF SUBGRADE TO BE COMPACTED TO i% DRY DENSITY, STANDARD PROCTOR. (Heavy Duty) SUPERPAVE ASPHALT BINDER IRSE (VADOT SM 9.5A) INTREATED AGGREGATE )OT TYPE I, SIZE 21-A) 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR. PAVING (Light Duty) ASPHALT SUPERPAVE ASPHALT SURFACE )OT SM 9.5A) SUPERPAVE ASPHALT BINDER IRSE (VADOT IM-19.0) NTREATED AGGREGATE )OT TYPE I, SIZE 21-A) 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Heavy D NOTES: 1. REFER TO THE PAVEMENT RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, L-C. DATED FEBRUARY 26, 2019 (ECS PROJECT NO. 03:13004) - SHOWN ABOVE. SEE FULL GEOTECHNICAL REPORT FOR MORE DETAILS. 2. IT IS THE CONCTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO CONSTRUCTION AND REVIEW THE RECOMMENDATIONS THOROUGHLY. 3. ALL SUBBASE, CRUSHED STONE, AND ASPHALTIC LAYERS TO BE COMPACTED AND INSTALLED PER VADOT STANDARDS. VARIES +, INSURE BAKFILL IS—/ PLACED UNDER PIPE AND PROPERLY COMPACTED / SUITABLE J FOUNDATION WATER TIGHT ,1�1�1�1�1.• 1 1 1 1 1 II ► �1 �1 �1 �1, 1 .IIIII� LI,I,IIII' l.l,l,l,l I •• � � •• ,> D2 y . I.D. MIN. MIN. rr me wW BIa1 aR1MIv 1rt r r� + ---ter � r-----ter--- � � r. I I I II �I[ oil + 1 I 0 1 1 Ti I + 0 II �111� + II 1 EC I I T1 11 Td--E 11 I — y IIROIR YRR re Apt r Tom r N, / I ffi , L rw Latru4 } NOTE: 1. Pressure Test All Suction Lines Upon Installatian ®10-15 PSI max. Z Keep pressure on Suction Lines for the entire DURATION alcons rre on. 3. Pressure should NOT drop more than 2 PSI. 6. Watch for problems when excavating driveways 5. If reclaim tanks are located more than 0leet away from reclaim unit, then increase suction line to 3' sch 80 PVC. 6. Placement of suction lines is cnl cal T Do NOT put sWexns on the suction lines 8. ANY QUESTIONS CONTACT SONNY'S. • MIN. COVER TO RIGID PAVEMENT, H J- 6" _--- .. sr ffiRRv�a{YRmaot W. i� x a000 aATrnx •ANx CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAIL) FINAL BACKFILL MIN. COVER TO FLEXIBLE PAVEMENT, H INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATUION aW,F ur (�rsa,w rW I I + I I +N 1 I Mal I uw ..yam S iIIWI,CMH �}' 'y ^i i ' EecoJnd i'r seLuemenc x 11 ad-SMl,r ANld r p. r � r zaaB LrAnnN 'rA1rz raW Wr m NOTE: 1. ALLUNDERGROUNDTANKSANDPIPINGBYCONTRACTCR 2. PIPE LOCATIONS SHOULD BE USED FOR MY TANK 3. ALL INTERNAL TANK PLUMBING TO BE W ki 90 PVC UNLESS NOTED OTHERWISE 4. ALL TANK BOTTOMS SHOULD BE LEVEL 5. THIS DRAWING IS TO SHOW TANK HOLDING CA ri AND PIPING REIATONSHIPS ONLY. THEYARE NOT INTENDED TO ADDRESS TANK STRUCTURE ENGINEERING. RECOMENDED MINIMUM TRENCH WIDTHS PIPE DIAM. MIN. TRENCH WIDTH 4" 21" 6" 23" 8" 26" 10" 28" 24" 48" 15" 34" 18" 39" 24" 48" 30" 56" 36" 64" 42" 72" 48" 80" 54" 88" 6D" 1 96., MINIMUM RECOMENDED COVER BASED ON `NOTES: VEHICLE LOADING CONDITIONS 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR SURFACE LIVE LOADING CONDITION UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW PIPE DIAM. H-25 HEAVY CONSTRUCTION APPLICATIONS", LATEST EDITION (75T AXLE LOAD)` 12"- 48" 12" 48" 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE TO A 554" - 60" 24" 60" DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM VEHICLES IN EXCESS OF 75T MAY REQIRE ADDITIONAL COVER MAY BE STABILIZED USING A GEOTEXTILE MATERIAL MINIMUM RECOMENDED COVER BASED ON 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE RAILWAY LOADING CONDITIONS DOCUMENTATION FOR THE MATERIAL SPECIFICATION TO THE ENGINEER. UNLESS OTHERWISED NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100ral FOR 4"-24" (100mm-600n ft 6" (150mm) FOR 30"E0" (750mm-900orri 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COOPER PIPEDIAM. E-80- UP TO 24" 24" 30"-36" 24" 42"1 24,• 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" "COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM FROM THE TOP OF THE PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT OF RAILWAY TEL FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF *` E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO COVER FOR 5W-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR ASTM F 2306 PIPE. TO TOP OF RIGID PAVEMENT. NTS Typical HDPE Bedding Detail FINISHED GRADE "i. .�; ♦" UNDISTURBED %EARTH NATIVE SOIL —� 12" MIN. CLASS I OR II BACKFILL PVC MANHOLE ADAPTER T 1PTER OD I TYPE 3A: A-LOK (PRE -CAST) MANHOLE GASKET W/ PVC NOTES: MANHOLE ADAPTER 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTION MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE PER ASTM D2321. COMPACTED IN 8" MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD WATER TIGHT CONNECTO PROCTOR DENSITY (KOR-N-SEAL II OR KOR-N-SEAL306R) PVC MANHOLE ADAPTER ADAPTER OD A' TYPE 313: KOR-N-SEAL (CORED HOLE OR PRE -CAST) W/ FIELD MANHOLE BOOT W/ PVC MANHOLE ADAPTER NTS CURB INLET GRATE, FRAME AND CURB BOX SHALL BE HEAVY DUTY AND SHALL MEET H-20 LOADING. MANHOLE AND GRATE DIMENSIONS SHOWN SHALL BE MINIMUMS. CONTACT CIVIL ENGINEER IF ALTERNATE NEEDED. TONGUE AND GROOVE JOINT TO BE SEALED WITH ASPHALTIC MASTIC NON -SHRINK GROUT, OR O-RING GASKET CONFORMING TO ASTM C 361 24" MIN r� IN SECTION VIEW ADJUSTABLE 6.-9. } HOODED INLET SHALL BE CONCRETE GUTTER L ROUND TO SQUARE ADAPTER WITH OPENING MANHOLESTEP PRECAST RISER SECTION PRECAST MONOLITHIC BASE 6" THICK BED OF #57 STONE EXTENDING 6" BEYOND MANHOLE BASE IN ALL DIRECTIONS 24" MIN GRATE SIDE VIEW GRATE TOP VIEW HOODED GRATE INLET NOT TO SCALE 6' 6" MIN r Z w an an an u0 w 00 ZZ Z I'nj1 } cw cw cw p w F L L L m w z Q w O O Q O O V Z 0 a enV NG p] 6D 6 W ena W K V oo Y V z z IY z F ri p K an 0 2 0 0 p o a a> a U a !2LL a J Z \ \ \ \ \ \ N N w N O 01 i N W\\ O O x-1 N O 10 DO \ \ \ \ \ \ r1 I N O .H N r-O 01 .-1 \ \ DO O DO O P� �IAMES DATE: 4.15.21 q CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 ww w.carterengineering.net vn z aQ J z I— 1 L7 2' W J zLU 5J w L N O I..L _ p w U > Lu W J LULU z J J W O _ O O W N v / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 04/15/21 WATER M NOTES: VARIES ILVAf a.: M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS VE BOX TO METER BOX (SEE FIG. W-6 THRU W-7E). I 4" PLUG THREADED FOR 2" COMPRESSION FITTING • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH V'x4" TEE. • REFER TO FIG, W-3 FORTH RUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.1. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W—SC TD-12 44" MIN. 36" d•,•.C .. .."a. ". a. (22.5" FOR COMPOUND METER) 16 MIN. ,d• 37" MIN, " ' e 12" MIN. WINGNUT LOCKING ASSEMBLY .. I ® 4 BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C d < ' a 6"MIN, I•.---mm--- 17.5" ---� 6" MIN. a 4 (22.5" FOR COMPOUND METER) d d �+ so" TD-16 N Z � Z w Z w F Z 0 Z w 0 0 N lN„ Z w 0 0 N lN„ w 0 p ¢ Z w 0 0 N lN„ p p o < K n w a u m w Z Q u } F o N W p o a¢>¢ J z O W F N \ N N N \ l0 O N \ 01 O N \ V1 N N \ OJ N N \ OJ O N N \ tD N N \ m > PL I. yI. f �ilo DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkimville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V / z Q w z Ii 0 LU 0 W L 1^ L / L_ 0 4— PROJECT NAME: �N o0 J J Q W v Lu w W z Qw v J J O 0 0 11 N W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9.1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 I _LLJ W f i —W_ p. - 49� 492 I 492 \\\ I \\\ \\\I a I I,/° CONDU_I__ _ _ I X/ \ �. e d I I T II I� I9 a I (82 491.40 I N ; --- i I 34 BR 491.00 i 490.50 ' I I I BR 491.24 { 4 ® i d �. r/B o,°d ° .40 491.40 I I C-4 491.39 491.39 -C`d�e� I I 11 .. .. e ° d , TR 491.90 ° TR 491.90 64 -- -. -- ° 211-C - N DU1T < TR 491.90 9 491.204. 1 ° a. C-3 _ d— _13. A. I Im 'OSED /;CAR_ WASH -- -- I I ° � al I 4,231—�F. I a a: Is \ d F.F.E. = 492,00 491.50 491.20 C-2 a d 1 \— _DING\\S,ETBACK f ° 491 C-1 °e v 490489 _ 488 - \\ d a i ENT 202100018610 (DEED BOOK 5636/PAGE 647) 487.50 / 4. \ d ° 'd \ e ad .e 4 ` e�-�� .. dam. e\ 2449 d 4 487.50 p' d \�° d a ° d .. -- a ° ° d d d °a BR 487.00 TR 487.50 GRADING PLAN SCALE: 1 " = 20' � i I I I I 9` 28' 19, 19' 1 28' I I I I I V7 z7 � I y zy 30 VAC -BOOM iQ CONCRETE PARKING SPACES PAVEMENT - 'r3r12r --------12 3' r , - VAC PRODUCER (2) 12' X 18' H/C CONC. PARKING SPACE W/ 5' WIDE STRIPED UNLOADING H/C RAMP TYPE I (TYP) U ® 2'r I I I 9! I I I I �• II II I I I M I II (8 II II � 3'r� 1 r p d 'e'd 111. ,NbIN°G AREA 7 0 a CONCRETE SIDEWALK: ° d ^ ° H/C RAMP TYPE 1°(TYP)°4 d, d Q [J 4 d ❑ d o N ❑ D w d d 10'°r. 125' 4" = ° I PROPOSED CARWASH N 1 42231 S.F. r ° 00 a F.E. = 492.00 - i I as ° d 30' BUILDING SETBACK Q PROPOSED SIGN (APPROVED BY SEPARATE d ,' — 10- P�RS1 NS�IB9� ——:s:::,,,,,,,,,, — — -- PERMIT ONLY) ° e IT ACCESS EASEMENT 202100018610 (DEED BOOK 5636/PAGE 647) a / a d' _ 214.9$ d '; m. d 14l,CQNCRETE " . a ° p d. d° ° d, d e ° ASHARED UeSE°PATH' ° ° d d y d .W d n d .. da _° 4 :4 a d °n d° d d °d d' SITE PLAN SCALE: 1" = 20' 6 A = 8' 0 L = 14 R = 99 C. = 14 C.B. = S59 EXISTING SIGN 1 REM LEVEL LANDING AREA H/C RAMP LEVEL LANDING AREA O 0 C O LEVEL LANDING ARI ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 wcvcv.carterengineeringmet z aQ J z �3 LULU J Z �V) J LU CL Oo 0 I..L — 0 w V W >LU J W z LU LU U J LU 0 LU 0 0 N v / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE,VIRGINIA SHEET TITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016W4D DATE: 04/15/21 CG-12 A •5 DOWELS, 8" LONG 'I PERMISSIBLE AT 12" C-C—\ CONSTRUCTION t BACK OF 20:1 121 MAX IDS 12 1 MAX N RAMP RAMP rcrr reel r� rccr reel c� -- -- A B TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS OF ROADWAY CURB SECTION A -A SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 4 15 lV D❑T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 7711 121 MAX. WITH BUFFER STRIP WITH BUFFER STRIP n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN -MIN WITHOUT BUFFER STRIP CROSSWALK ff CURB 4' BUFFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT DI 5' MIN WITH BUFFER STRIP °"" " c CRO"--- WITHIN THE MARKE CROSSWALK AREA CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF TO STATE REGULATIONS. SIDEWALK SIDEWALK 4" WIDE 2 STRIPING W Z y~ � ® W OW x14 W 4" STRIPING 2 COATS 0 45" (t)p) OF PMS 123 YELLOW 4 PAINT �5' 11' WHEN MEASURING SPACES AND ACCESS AISLES, THE MEASUREMENT SHOULD BE TAKEN FROM THE CENTER OF THE OUTSIDE STRIPE ON THE SPACE OR ACCESS AISLE TO THE CENTER OF THE INSIDE STRIPE ON THE SPACE OR ACCESS AISLE. 5' X 5' LEVEL LANDING AREA. SLOPE RATIO NOT TO EXCEED 2% IN P ANY DIRECTION RAMP SLOPE NOT TO EXCEED 1:14 (TYP.) 11 ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB SLOPE Y4"/FT SECTION A -A GUTTER SLOPE 1:20 OR LESS GUTE R RAMP CURB ( TYP. )_, 5' � P 1' NOTES: 1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE AND CITY CODES AND SPECIFICATIONS. 2. SURFACES SHALL MEET THE REQUIREMENTS OF 2010 ADA AND THE 2004 ADAAG 3. THE SLOPE OF THE GUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP. ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF SIDEWALK TO STATE REGULATIONS SIDEWALK 4" WIDE v a2 STRIPING y~ � W oW rn W VAN 4" 57RIPING a 0 45- (typ) 2 COATS OF PMS 123 YELLOW Q PAINT �11�5' ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:50 (2.0%) IN ANY DIRECTION. 8"PMS XXX WHITE PAINT :1 Hl (TYP) E:J R F CROSS WALK STRIPING PMS XXX WHITE PAINT TTP 115 BLUE PAINT PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE I HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY TYPE 12"x18"ALUMINUM PERMIT PARNING ONLY COLOR STANDARD ❑ ❑ VAN ACCESSIBLE SIGN TYPE ALUMINUM TOWAWAYZONE TOW -AWAY ZONE COLOR STANDARD MIN. HEIGHT TO BE 84"ABOVE PARKING LOT ELEVATION TO THE VAN BOTTOM OF SIGN ACCESSIBLE NOTES: SIGNS ARE TO BE MOUNTED TO A o GALVANIZED STEEL POST FROM 60" ABOVE FINISH GRADE TO THE BOTTOM W w OF SIGN. ¢ GALVANIZED STEEL POST oj w ALL SIGNS MUST BE INSTALLED rn w PERPENDICULAR TO THE PARKING O W O Z STALL (ESPECIALLY ON ANGLED I j 0 PARKING) W R m u S rn a = GALVANIZED STEEL PSET 48" (MIN.) IN PIPE BOLLARD a = wl—OST m Q LL m Q LL WO Ow0 ~~O ~~O p k 6" DIA. PIPE WITH CONCRETE FILL Q) p k wIX w¢O x LL m SLOPE CONCRETE AWAY FROM BOLLARD i LL m FINISHED FINISHED GRADE GRADE Jj '',i `<�SJ2U Fs Q�IJ2U POURED CONCRETE w O O UQ W ,'s;. ;i POURED CONCRETE W p Q t Q'�QmU y`f 2' 2' DETAIL "A" DETAIL "B" WITH"VAN WITHOUT'VAN ACCESSABLE"SIGN ACCESSABLE"SIGN "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE Em DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net J z_ I..L I— 1 U � LU W J z �> J LU ^ LU W O U p — LU >LU W LU z LU 0 U J J LU O Q � LU O O N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 04/15/21 1 PLANT SCHEDULE TREE MANAGEMENT CALCULATIONS: GENERAL LANDSCAPE REQUIREMENTS: Street Three Requirement Street trees shall be planted with even spacing in a row within the public street right-of-way or adjacent to the public street right-of-way if not permitted therein by the Virginia Department of Transportation, and with the private street right-of-way. One (1) large street tree shall be required for everyffty (50)feet of streetfrontage, or portion thereof, if twenty-five (25) feet or more. Where permitted, one (I) medium tree shall be required for everyforty (40) feet or road frontage, or portion thereof, if twenty (20)feet or more. If required street trees cannot be planted within the parking setback or within ten (10) feet of the street right-of-way due to sight distance, utility easements, or other conflicting requirements, thon the planting strip shall be enlarged to accommodate the trees. if this requirement creates a hardship by causing the relocation of required parking spaces, then the additional planting area may be counted toward the interior landscaping requirement. Seminole Trail: (power lines present) 249.25 Linear Feet Trees Required: 6 Medium Trees Required (249.25/40) Trees Provided: 6 Medium Trees Provided Woodbrook Drive: 213.63 Linear Feet Trees Required: 5 Large Trees Required (213.63 / 40) Trees Provided: 5 Large Trees Provided Shrubs along public streets: When a parking area is located so that the parked cars will be visible from an off -site street the agent may required additonal planting of low street shrubs between the street and the parking area, subject to the following: 1. 5hrubs shall be a minimum of twelve (12) inches in height when planted 2. 5hrubs shall be in a single row planted five (5)feet on center. 3. The agent may authorize different landscaping designed to minimize the visual impact of the parking area. A hedge of evergreen shrubs planted no greater than five (5) feet on -center and being a minimum of 12"in height at time of planting has been proposed along Seminole Trail and Westbrook Drive. Parking Area landscape Requirement An area of at leastfve (5) percent of the paved parking and vehicular circulation area shall be landscaped with trees or shrubs. Neither the areas of street trees and shrubs required by sections 32.7.9.5(d) and (e) nor shrubs planted between a parking area and a building on the site shall be counted toward the minimum area landscaped areas for a parking area. Vehicular Area: 21,982 Square Feet Landscape Area Required: 1,099.1 Square Feet (5%) Landscape Area Provided in Parking: 1,937 Square Feet (9%) Landscape Area Provided (Parking & Circulation): 27,586 Square Feet (80%) The plant materials may be a mixture of shade trees and shrubs and shall include one (1) large or medium shade tree per ten (10) parking spaces or portion thereof. Parking Spaces Provided: 30 Parking Spaces Trees Required: 3 Trees Required (30 / 10) Trees Provided: 4 Trees Provided Tree Canopy Requirements Each commercial or industrial use site shall have a tree canopy covering a minimum of ten (10) percent of the property (45,787 SF). Tree Canopy Required: 4,578.7 Square Feet (10.00%) Tree Canopy Provided: 5,695 Square Feet (12.44%) Existing to Remain 0 Square Feet Canopy Area (6) 329 Shumard Oak 1,974 Square Feet Canopy Area (4) 366 Lacebark Elm 1,464 Square Feet Canopy Area (7) 125 Trident Maple 875 Square Feet Canopy Area (5) 184 Chinese Pistache 920 Square Feet Canopy Area (6) 77 Crape Myrtle 462 Square Feet Canopy Area PLANTING NOTES: 1. The contractor shall locate and verify all existing and new utility line locations prior to planting, and shall report any conflicts to the landscape architect. The contractor will be responsible for the protection of all underground utilities during the life of the project. 2. The contractor is responsible for repair of any damage incurred during the execution of work. 3. The Contractor shall stake all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional Costs to the project. Y 9 P 1 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall tone, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted b the contractor. P Y 7. Trees: provide specimen balled and burls ed or as specified, trees of height, size caliper, P P PP Pe 9 Pe : genus, species, cultivar and branching Configuration indicated. The root system of each shall be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when Cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and budapped, must be moved with the root systems as solid units with balls of earth firmly wrapped with untreated burlap, firmly held in place by a stout card or wire drum laced boxed, or in containers. 8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hort's 'American Standard for Nursery Stock'to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare (at the base of the tree) shall be property "posed for all plantings. 12. Kee root balls intact prior to and durin planting operations. Plants with broken or damaged P P during 9 P 9 root balls shall be rejected and immediately removed from the site. Keep root balls damp and protected from damage due to sun and wmd. Do not shave root balls. P 9 13. Plant soil mixture will be used to baCkfill the planting area. Install plants simultaneously with installation of planting soil mixes. 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and budapped stock, but remove containers completely. 16. Soil shall be free of all debris, construction material, and slurry. Landscape areas shall be backflled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are encountered, notify Carter Engineering immediately and request additional instructions. 18. Watering and drainage: fill excavations with water and allow water to percolate out before planting. If planting pits do not percolate or drain properly, notify the Carter Engineering and request additional instructions prior to planfing. Do not plant into poorly draining planting pits; poorly draining planting its may hold water and drown plants. P Y 9P Y 19. Flood all plants with water twice within the first 24 hours after planting. is 20. All plant material shall be mulched after planting. Backfill to allow room for mulch after P P 9 settling,and lace mulch in dish after first watering and within one week of planting. See P 9 P 9 planting details for mulch thickness. 21. All plants shall be plumb vertical) after settling or as directed b Carter Engineering. P P Y 9 Y 22. Planting restrictions: plant during one of the following periods. • Spring planting (shrubs, groundcover, perennials) - March through May • Fall planting shrubs (shrubs, groundcover, perennials) - Sept. through November • Tree planting - September through April 23. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship or growth within 18-months of substantial completion. Failures include, but are not limited to: • Death and unsatisfactory growth, except for defects resulting from the lack of adequate maintenance by owner. • Structural failures including plantings falling or blowing over. 24. The contractor Shall verify the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In case of discrepancies Carter Engineering should be contacted. 25. All groundcover quantities shall be determined using the information provided in the groundcover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANTSPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" 74 18" 51 24" 29 TOTAL CITY BOTANICAL NAME COMMON NAME CALJGAL SPACING TYPE HT./SPR. MINIMUM REMARKS CANOPY TREES s P �stachea chinesis Chinese Pistache 1 3.5"Ca1. As Shown B&B ' 12' 6 / Straight Central Leader to Min. 6'Ht Wells aced Branches g P Symmetrical Gown 10 Quercus shumardii IShumard Oak 1 3.5"Cal. I As Shown I B&B 1 12'/6' 1 Straight Central Leader to Min. 6'Ht, Well Spaced Branches, Symmetrical Crown 4 Ulmus parvifolio'Emer ll'Allee JEmer l l' Lacebark Elm 1 3.5"Cal. I As Shown I B&B 1 12'/6' 1 Straight Ce ntra l Leader to Min. 6'Ht, Wel l Spaced Bra nches, Symmetrical Gown DIUM TREES 6 r Acersaccharum'Golds ire' Golds ire'Sugar Maple 1 3.5"Cal. I As Shown I B&B 1 IT/6' 1 Straight Ce ntra l Leader to Mi n. 6'Ht., Wel ISpaced Bra nches,Symmetrical Gown 6 Lagerstroemia indica 'Tuskegee' I Tuskegee Crape Moe 1 3.5'(Mul i) 1 As shown I B & B 1 10'/5" 1 Multi -stem (3 min.) Gear to 6, Well spaced branches, Symmetrical Crown EVERGREEN SHRUBS 9 Camellia sasanqua'Kanjiro' Kanjiro' Camil Is 7Gal. As Shown Container 36"/30" Fu I I Pat Wel l Sha ped 37 Cephalotaxus harringtonia'Prostmto' Sprea di ng la panese PI um Yew 3Ga 1. As Shown Container 18"/18" Full Pot Wel l Sha ped 12 Ilex crenata'Sky Pencil' Sky Pencil' Holly 7Gal. As Shown Container 36"/18" Full Po; Well Shaped 6 r nsa' I nkberry HoI l 5Gal. As Shown Container 24'/24" Full Pot Well Shaped 65 Ilex vomitoria'Stokes Dwarf' Stokes Dwarf' aupon H7.1y 5Ga 1. As Shown Container 24'/ 24" Full Pot Well Shaped DECIDUOUS SHRUBS 0 Hemerocallis 'Stella de Oro' Stella de Oro' Daylily 1Ga 1. As Shown Container 18"/ 18" Full Pot Well Shaped 22 Deutzia racilis'Nikko' 9 Nikko' Deutzia 3Gal. As Shown Container 18" Is" / Full Po Well Sha ped 4 74 Rosa'Meiggil' Peach Drift Rose 3Gal. As Shown Container 181,/18" Full Pat Wel l Sha ped 28 Rosa'Radtko' Double Knockout Rose 3Gal. As Shown Container 18"/18" Full Pat Wel l Sha ped GROUNDCOVERS (in square feet) 1230 Liriops musmri'Big Blue' BTg Blus' Lily[urf )Gal. 18"O.0 Container 12"/12" Full Po; Well Shaped TURF GRASS (in square feet) 51915 Sod- as directed by owner Sod- as directed by owner - -- SOD -- PLANT HEALTH NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLYAND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. I N Z w "/ I C N (3) SHUMARD OAK xm PK (3) DOUBLE KNOCKOUT ROSE \ �I I S (90 SF)'BIG BLUE'CREEPING ULYTURF \ \_ �------- - ,q RED LINE REPRESENTS 10' OFF I (1) ALLEE LACEBARK ELM I p°ub 3 �^ '� �)� / I EXISTING TREES TO BE \ �, SET FROM LOWERED WATERLINE (2) PEACH DRIFT ROSE / \ (2) CHINESE PISTACHE I I - REMOVED (TYPICAL) \\`` _ LOWERED WATER LINE TO BED �•110� L \ (6)'DENSA' IN KBERRY HOLLY I n MINIMUM OF 10' FROM PROPOSED '+ iI : STREET TREES. SEE LANDSCAPE PLAN I F pouf ' (43)'DENSA'INKBERRY HOLLY I � •- _ '. _ 30' BUI ING- FOR LOCATION OF TREES SE K �/ �' I� 1 1 - �(22)'DENSA' INKBERRY HOLLY • (12) DWARF YAUPON HOLLY I ) -- (--_`-�'<:, m • - / r o;I (960SF) SOD -AS DIRECTED BY OWNER I (4,080 SF)SOD - AS DIRECTED BYOWNER,••tea= _�" o \ 1 1 1 � `1� ( I I � N � ` 4 DOUBLE KNOCKOUT ROSE MAG NAUL ELFVI-191.�T' \ LOWER EXISTING WATER LINE TO w ,� MEET MINIMUM ACSA COVER OF3.5' Q/ Z 7 MEASURED FROM ESTABLISHED FINISHED 1 Q 11 I'j I 1 I 93 _ �t (300 SF) BLUE' ,t 4 II ® y ��I GRADE TO THE TOP OF PIPE SCT RIO HILL, LLC, 11 I I I 1 1 I 11 CREEPING LILYTURF O IL I Z I (4) DOUBLE KNOCKOUT ROSE C/O ROSENTHAL PROPERTIES (1) ALLEE LACEBARK ELM I >1\ c (5) SHUMARD OAK TM# 04500-00-00-094A0 II I 1 11 11 II I 11 N (5) DOUBLE KNOCKOUT ROSE DB 4134, PG 199 II 11 11 I 1 II 1 a / / / n }1fr (3) DWARF YAUPON HOLLY ZONING: PD-SC I I N q - _ PRESENT USE: SHOPPING CEi�TR I 1 I 1 w ` - - 1 \ - _L ' ? iW (3) DOUBLE KNOCKOUT ROSE 0 A = 8•06'15" ACSA SEWER EASEMENT 1 \ z L = 140.14' (SHADED AREA). NO TREES I ( 1 / - J 492 492 R = 990.77' WITHIN EASEMENTAREA C. - 140.02' C_ONDUI N �t C.B. = S59.24'42"E EXISTING I / ICLer w- 135 SF 'BIG BLUE' CREEPING LILYTURF NT x ---- / - I ,•. �'egin sta. 0+00 ( ) uu aap /17 AND DB -, I / �� /� \ 985/71221 j ,.`.,' --1 �\ (2705F)'BIGBLUE' �,: EXISTING UTILITY EASEMENT _ j CREEPING ULYTURF j (3)'KANJIRO'CAMELIA I �\ x (1) ALLEE LACEBARK ELM L I \DB 985/717 AND DB 985/722 O 1 CHINESE PISTACHE ' ACSA UTILITY EASEMENT Z' 1 ALLEE LACEBARK ELM I -- - - I v - ' I (SHADED AREA). TREE O S 0 S I ( ) 1 m 1 a I a � III( .. 1 125 SF 'BIG BLUE' CREEPING LILYTURF - i WITHIN EASEMENT AREA (2) CHINESE PISTACHE Ay \ I RfT4' I Q ` _aR a Q , O O (23)'DENSA'INKBERRY HOLLY O \ O (5)'DENSA'INKBERRY HOLLY 0 o P EX INV. OUT WITH FLARED / / j / j / / • • b;: •I O END SECTION=470.4' / / // / / / ^n ...fl-;"�1 p; �i r `r i'40NDulr_ :.•_.,` \ I W rLo (2)'KANJIRO' CAMELLIA (p O / i O (11) DOUBLE KNOCKOUT ROS �v a I / I .I - (2) SHUMADWARF YAUPON HOLLY .r RD K c - �' I I () 10 � 49 I � CREEPINGULYTURF RF90SF)'BI BL E �l �, , - _ `�•' 14" (15) PEACH DRIFT ROSE D ^ \� 2 DENSA'INKBERRY HOLLY • PROPOSED CARWASH 1 y EX ,s'-RAP______________ STORMWATER EASEMEN / m 4,231 S.F. m i r \ ,�,q, L De 985/717 AND pe S�s H ET h F.F.E. = 492.00 YE49 �g�2' TOP �4 5'\ \\ / I / INV. IN=482.3' =-4.8 \ INV. OUT=481.3' IL 487 aw- I 1 k C e cos- -...: • - ..: .. �•� '. ..,.' - CREEPING LILYTURF 460 SF 'BIG BLUE' _ .,. .-•. - , n � . _,- _.mot __- .� ...:...' -.. KANJIRO' CAMELLIA _ _ _ _ ._:�„•' -- .:,.- .... ��:'^,i :.._... _:.�yn--... ,,. Zi ,,:.... E,• MAh.OLE,Ndfi ; ., ... . -- ., _ • -_, ;� •. ..• , F r. �°p� : ��' )SPREADING JAPANESE PLUM YEW (3 DOUBLE KNOCKOUT ROSE - - - - - - (3)GOLDSPIRE SUGAR MAPLE - ` _ - � � � -' �' - ', (3) TUSKEGE CRAPE MYRTLE (4) SPREADING JAPANESE PLUM YEW (12) DWARF YAU PON HOLLY (12) DWARF YAUPON HOLLY r -"G'- - -w J - -m i- (1)'KAN11RO' CAMELLIA / (36) PEACH DRIFT ROSE _ (15) PEACH DRIFT ROSE (11)'NIKKO'DEUTZIA (1)'KANJIRO' CAMELLA g EX DROP NLE (3)'TUSKEGEE'CRA1 E MYRTLE EX GRATED DROP INLET -)EX GAS UN[ TOP=487.1' (27) SPREADING JAPANESE PLUM YEW TOP=484.3' INV. OUT (15" RCP) = 1.4 (12) 'SKY PENCIL' HOLLY INV. IN=475.8' (3)'GOLDSPIRE'SUGAR MAPLE INV. OUT =475.7' U. S. ROU TE 29 (SBL) (11)'NIKKO' DEUTZIA SEMINOLE TRAIL (VARIABLE WIDTH) I O Double Knockout Rose Rosa radtko �•�, Spreading Japanese Plum Yew Cephalotaxus harringtonio 'Prostrate' 'Sky Pencil' Holly Ilex crenata'Sky Pencil ;i Sod - As Directed by Owner 0 £,^.^t} 'Densa' Inkberry Holly Ilex glabra 'Densa' O Dwarf Yaupon Holly O Ilex vomitoria 'Stakes Dwarf 'Nikko' Deutzia Deutzia gracilis 'Nikko' 'Big Blue' Creeping Lilyturf Liriope muscari 'Big Blue' 'Kanjiro' Camellia Camellia sasanqua 'Kanjiro' 0 Peach Drift Rose Rosa 'Meiggil' 'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM CHINESE PISTACHE Quercus shumardii 'Panache' Ulmus parvifolia'Emer H' Pistachea chinesis Street Tree Parking Lot Tree Medium lnteriorTree LANDSCAPE SYMBOLS 0 HILL GMTER ------ EXISTING OAK AND HARDWOOO� I I I I CANOPYTOREMAIN i I TREROTECTION FENCE(fYPICAL) E 18TING ) \J\ I LIMITS OPODSED BANCE ((TY CAL) L) SIG N EASEMElJ! \11 DB 985/717 A D / ",,..k�,t�p 1V9 �5'1111 . A 985a 'Goldspire' Sugar Maple Tuskegee Crape Myrtle Acer saccharum'Goldsprie' Lagerstroemia indica'Tuskegee' Medium Street Tree Ornamental Tree 8�Know what's below Call before you dig dial 811 5] 7. 5! x =w'• °°��° 5] 01 AS 80 V e •'O 9_ 8 / p0° , �° {1B1 e5 L /I labrouk a'r e 11.70 ; ba]41 u 864 °tea^~ •y^ {l.tlx 5160 4 95 ^ asei.oi s a90Ra u as i+xc `v W.90 49.1`BC) O {Y39A6 0 i!'109E ti I� „p 5lei010A°� gyaSPflnH• Is A9nar.HNj a� 51-91R a u.9+• ryoT4 'a ' �r}Q • , By B u' asas / yQ4 ^a� R„rareRa'^' me B,�eM ie,. {IQxA v ✓' UGtl,OM 'axe u.'•a 51-95 g °� �bb 'ate" °''v'18b$broox +6 .e - u 527 U., 7A2nr�'l", •_ Lis d ua10 (sue 9 $� a r� J a w nrerso, a •° .° c o i �� b� {/,'L, Ta c a B, ��%ari ° °�° .l,9! roe. a °�a'�, •'� aB •A' i�ej4, � r4ibrnry °� °4 ad, <9G.0x-6 on ,saul•uB' ° J4" N 61 -ixiEl ✓� sF,1;$ B M16i ix6 6esh ..in "A , p a °, ^M1 a p �•y' U llla 7 V - ubi.,yiealx ii S eeF%25 -tx LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg De Backer Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: 5DP201900052, ZMA 1987- 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval i F NAVD tous 1 Feet ( 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer wa rrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The nn in r h cated a or e g ee as physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related ili i i h wn g ed to ut t es s shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The Iocati n an d arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultant s and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities es shown hereon. PARKING DATA Parking Required: Requirement: ne 1 s ace per each one hundred 100 s uare eet o 0 (J p p () q f f retail sales area for the first five thousand (5,000) square feet and one (1) space per each two hundred (200) square feet of retail sales area above iv thousand r . For purposes o this paragraph, 'retail e t ousa ds ua a eet o u os f 4 f P P f P 9 P, 1 r hll m 1 eighty percent h r floor sales a ea s a be deemed to be () e g ty (SOJ pe ce t of the gross area; or (2) at the request of the applicant the actual retail sales floor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area 2,715 Square Feet (21' 8" x 125' 4") Required Parking 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 ac (100.00%) Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing landscape Area = 26,785 sf 0.61 ac (56.38%) Total Impervious Coverage = 28,611 sf 0.66 ac (62.49%) Structure Coverage = 3,739 sf 0.09 ac (08.17%) Vehicular Coverage = 22,291 sf 0.51 ac (48.68%) Pedestrian Coverage = 2,500 sf 0.06 ac (05.46%) Proposed Landscape Area = 17,176 sf 0.39 ac (37.51%) Total Coverage Area = 28,611 sf 0.66 ac (62.49%) Pc 5.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc 3651 Mars Hill Road, Suite 2000 WatkinsviRe, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carteren ' eerin .net gtn g z Q Z_ 1 K zLU W J z 5 LU LU O o � L O U O iJJ > LU J WLU z W 0 J J W O CIC W O N Ir-^ V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 12 PROJECT NUMBER: 19016W4D DATE: 04/15/21 PLANTING NOTES: 1. The contractor shall locate and verify all existing and new utility line locations prior to planting, and shall report any conflicts to the landscape architect. The contractor will be responsible for the protection of all underground utilities during the life of the project. 2. The contractor is responsible for repair of any damage incurred during the execution of work. 3. The contractor shall stake all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional costs to the project. 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted by the contractor. 7. Trees: provide specimen balled and budapped, or as specified, trees of height, size, caliper, genus, species, cultivar and branching configuration indicated. The root system of each shall be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and burlapped, must be moved with the root systems as solid units with balls of earth finely wrapped with untreated burlap, firmly held in place by a stout cord or wire, drum laced, boxed, or in containers. 8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hort's 'American Standard for Nursery Stock'to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare (at the base of the tree) Shall be properly exposed for all plantings. 12. Keep root balls intact prior to and during planting operations. Plants with broken or damaged root balls shall be rejected and immediately removed from the site. Keep root balls damp and protected from damage due to sun and w md. Do not shave root balls. P 9 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. P 9 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and P 9P 9 P burlapped stock, but remove containers completely. 16. Soil shall be free of all debts, construction material, and slurry. Landscape areas shall be backfilled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are encountered, notify Carter Engineering immediately and request additional instructions. 18. Watering and drainage: fill excavations with water and allow water to percolate out before planting. If planting pits do not percolate or drain property, notify the Carter Engineering and request additional instructions prior to planting. Do not plant into poorly draining planting pits; poody draining planting pits may hold water and drown plants. 19. Flood all plants with water twice within the first 24 hours after planting. 20. All plant material shall be mulched after planting. Backfill to allow room for mulch after settling, and place mulch in dish after first watering and within one week of planting. See planting details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant during one of the following periods. • Spring planting (shrubs, grounticover, perennials) - March through May • Fall planting shrubs (shrubs, grounticover, perennials) - Sept. through November • Tree planting - September through April 23. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship or growth within 18-months of substantial completion. Failures include, but are not limited to: • Death and unsatisfactory growth, except for defects resulting from the lack of adequate maintenance by owner. • Structural failures including plantings falling or blowing over. 24. The contractor shall verify the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In case of discrepancies Carter Engineering should be contacted. 25. All grounticover quantities shall be determined using the information provided in the grounticover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 NOTE: 1. 'DEEPROOTPROTECTIVE ROOT BARRIER SHALL BE INSTALLED PER MANUFACTURER SPECIFICATION AT EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS FROM EXISTING OR NEW PAVEMENT AND HARDSCAPE. 2. ROOT BARRIER SHALL BE PLACED CONTINUOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER PLAN THAN 20% ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT o`er e 140 E EQUAL EQUAL ROOTBALLO ROOTBALI > 6'-0" ROOT BARRIER REQUIRED SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS /411 = 11-011 REMOVE CONTAINER AND LIGHTLY SCARIFY S01 L TO LOOSEN ANY ROOT BINDING EQUAL SPACING EQUAL SPACING EQUALSPACING EQUALSPACING SET SHRUBS PLUMB JUTE NETTING REQUIRED PER PLANS PER PLANS PER PLANS PER PLANS WHERE SLOPE>_ 2:1 ROOTBALL, v REMOVE CONTAINER AND LIGHTLY n SET SHRUBS PLUMB v v v SCARIFY SOILTO LOOSEN ANY ROOT ag d J� o v o BINDING c o a ag d o ag A o ag d o 3" MULCH LAYER c BACKFILL \\ \ ag d V 0 SOIL SAUCER, FINISHED GRADE iiVA/�\ iIICCI ++�+I 1 v BUILD UP AS NEEDED FOR LEVEL PLANTING VAA VAA� VA/\OVA/ \� o z ///V//\ iil II Iy��III ,. p ZONE, GRADUAL SLOPE TRANSITION TO o � j \j \\ \\\ \/\\/\\/ BACKFILL GRADE, COVER WITH 3" MULCH LAYER\yg \/3" COMPACTED BACKFILL LAYER TO \//PREVENT SETTLING /\ /i / /i / /i / i /i/\/i�/\ \\� �,trr+r+r+++ C I - - - - - - - - - HORTICULTURAL SOIL \\ \/\\/\\/\\/\\/\\ 3" MULCH LAYER- /\/\//v\i LOOSEN TOP 4" OF FILL OR NATIVE SOIL FINISHED GRADE III I I I -I I I I I -I I -I I III -III I I-III111 I 3" COMPACTED BACKFILL LAYER FILL OR NATIVE SOIL TO PREVENT SETTLING EQUALIb EQUAL HORTICULTURAL SOIL ROOTBALL ROOTBALL EQUALO EQUAL ROOTBALL ROOTBALL -III A// LOOSEN TOP 4" OF FILL OR NATIVE SOIL -1 - FILL OR NATIVE SOIL SHRUB PLANTING ON A SLOPE SHRUB PLANTING AT LANDSCAPE SHRUB PLANTING DETAILS 1 J Y2" 72 T SET TREE PLUMB -SET TREE PLUMB 3) 2" SO. x T WOOD STAKES, EQUAL NOTE: I SPACING SET INSIDE SOIL SAUCER 1. 'DEEPROOTPROTECTIVE ROOT (3) 2" SQ. x T WOOD STAKES, BARRIER SHALL BE INSTALLED PER 3) 2" SQ. x T WOOD STAKES, EQUAL SOIL SAUCER, COVER WITH MULCH EQUAL SPACING (SET INSIDE MANUFACTURER SPECIFICANTION AT SPACING (SET INSIDE SOIL SAUCER) OOTBALL, SIZE VARIES WITH TREE CALIPER SOIL SAUCER) EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS ROOTBALL, SIZE VARIES WITH FROM EXISTING OR NEW PAVEMENT TREE CALIPER AND HARDSCAPE. ROOTBALL AND MULCH RING, TREE GUYING, TREE GUYING, 2. ROOT BARRIER SHALL BE PLACED SIZE VARIES WITH TREE CALIPER EQUAL SIZE AND STRENGTH TO MATCHED ARBORTIP BY'DEEPROOV OR APPROVED CONTINOUS ALONG PAVEMENT AND SPECIFIED TREE ATTACH PER EQUAL. SIZE AND STRENGTH TO MATCH HARDSCAPE WHERE TREE SPACING IS TREE GUYING,'ARBORTIE' BY MANUFACTURER SPECIFICATIONS SPECIFIED TREE. ATTACH PER LESS THAN OR EQUAL TO 20'. 'DEEPROOV OR APPROVED EQUAL TAPER SOIL SAUCER MANUFACTURER SPECIFICATIONS 3. WHERE TREE SPACING IS GREATER SIZE AND STRENGTH TO MATCH INTO FINISHED GRADE THAN 20% ROOT BARRIER CAN BE SPECIFIED TREE ATTACH PER SOIL SAUCER, PLACED IN 20' SEGMENTS AND MANUFACTURER SPECIFICATIONS GRADUAL SLOPE TRANSITION TO GRADE SOIL SAUCER, COVER WITH MULCH CENTERED ON THE TREE. I PLAN d COVER WITH 3" MULCH LAYER, PLANT PER PLANS SET TREE PLUMB n Lo PLAN _o a I Lo I•oQ d _a Bo I � d4 4 � IB n o � � n I B ¢ REMOVE EXCESS BURLAP WITHOUT V DISTURBING ROOTBALL, EXPOSE A MINIMUM 1? TOP 2" OF ROOTBALLAND SET FLUSH WITH 4" MULCH LAYER OVER HIGH SIDE OF FINISHED GRADE p� I °� ° REMOVE EXCESS BURLAP WITHOUT EXPOSED PORTION OF ROOTBALL R s C DISTURBING ROOTBALL, EXPOSE A �•J MINIMUM TOP 2" OF ROOTBALL HORTICULTURAL SOIL ° 3" MULCH LAYER EVEL PLANTING ZONE, 2x ROOTBALL 0 �O 0 REMOVE EXCESS BURLAP WITHOUT SOIL SAUCER, I, 6" MAXIMUM 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, ° DISTURBING ROOTBALL, EXPOSE A BUILD UP AS NEEDED FOR LEVEL PLANTING HEIGHT COVER WITH MULCH OR APPROVED EQUAL. PROVIDE ONLY MINIMUM TOP 2" OF ROOTBALL I ZONE, GRADUAL SLOPE TRANSITION TO WHERE REQUIRED (SEE NOTE) GRADE, COVER WITH 3" MULCH LAYER " TURF GRASS, HOLD BACK 18AROUND TREE 3" MULCH LAYER I 5 A ADJACENT HARDSCAPE / PAVEMENT `" a \ \ \\/ ` ACKFILL TURF SOIL PROFILE, SEE STANDARD DETAIL FINISHED GRADE 6" COMPACTED FILL LAYER TO \\ \ \ BACKFILL = = j //\�j\ j /\\//�\\�\ FINISHED GRADE - = = =III= = =III= 5 =11 I = \ \\ /\\ \ PREVENT SETTLING d o / / BACKFILL -' = = = = = = = /\//?// //\�ij /\ JUTE NETTING REQUIRED \ \ \ o= III=III // /j//\\>,`//\ 1 ' ` //\\�\ // IIL-III=III=III-_=III=I1=III=III=II // \ WHERE SLOPE >_2:1 = INISHED GRADE 6" COMPACTED FILL LAYER •"II 6" COMPACTED FILL LAYER TO - III=III I C I=I � I=III I C I=I � II � I I � II � II � I IIII � II � I I I =III= -' =III= =III=III IIIIII IIIIII IIIIII TO PREVENT SETTLING I -III - PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, - III -III IIIIII-III IIIIIIIIIIIII - _ _ LOOSEN FILL R NATIVE SOIL, - - - __ REMOVE IMPERVIOUS DEBRIS 005 O SO LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS I_IIIII=I=III=IIIIII=III=I III ;III„ REMOVE IMPERVIOUS DEBRIS „III ;III„III ;III ;III„III ;III ;III„III ; I I I' I I I I„ I,; _III-III=I =I =I EQUAL EQUAL FILL OR NATIVE SOIL FILL OR NATIVE SOIL ROOTBALL0 ROOTBALL0-III- - FILL OR NATIVE SOIL I � - 6'-0"MINIMUM -III' ROOT BARRIER REQUIRED EQUAL EQUAL TRANSITION SOIL SAUCER SECTION SECTION ROOTBALL 0RODTBALLQ BACK TO GRADE TREE PLANTING AT LAWN TREE PLANTING ON A SLOPE \j I I I III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I I I = I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I I � I � I � I -I � I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I I I -1-1 III III III III III III III III III III III III III I SOIL PREPARATION - PLANTING BEDS it . I I I I I I I I I I I I I I I I I I I „ SOIL PREPARATION - TURF GRASS SOIL PREPARATION DETAILS Y4n = V-Du FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES PLACE 3" MINIMUM LAYER OF MULCH PLACE 6" MINIMUM LAYER OF PLANTING SOILS MIX PLANTING SOIL INTO TOP 3" LAYER OF TILLED SUBGRADE TILL SUBGRADE TO 6" MINIMUM DEPTH SUBGRADE: FILL OR NATIVE SOIL FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES TURF GRASS SOD 2" LAYER OF TOP DRESSING SAND (AS DIRECTED BY OWNER) TILL SUBGRADE TO 6" MINIMUM DEPTH FILL OR NATIVE SOIL SEE SCHEDULE rnw saenun SET GROUND COVER IN STAGGERED ROWS AT SPECIFIED SPACING, MULCH ENTIRE BED WITH 3" DEPTH MULCH MULCH SOIL PROFILE PER DETAIL Et NOTES: LOOSEN PRIOR TO PLACEMENT OF PLANTING SOIL MIX 1. SEE PLANTING PLANS FOR SHRUB AND GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS Y4n = V-Du GROUNDCOVERBEDAREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING STAGGERED ROWS THROUGHOUTBED TYPICAL ON CENTER DIMENSION AS SHOWN ON PLANT LIST T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsvJlle, GA 30677 P: 770.725.1200 F: 770.725.1204 www,.ca^rterengineeCrIg.net 01 J Q Z zw LU J z �N L.L. LU O ' l L OLU Q O u >LU J W z LU 0 LU U J J LU C) O O LU N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 04/15/21 M VAC EQUIPMENT BASIC-2 Cal -Wash Controls W/ Gate & LPR Configuration by G.C. 25' 10 4'-7' 2' qtELEVATION M�� ro AUTO ENTRY AND GATE EXAMPLE 4' VAC EQUIPMENT Notes: 1)- Face of Sonny's -PS 4" from curb edge. 2)- Face of Gate 18" from curb edge. 3)- RFID should be 12" from curb edge. 4)-Curb should be 6" in height. 5)- Curb should have bollards (04"X36" A.F.F.) at both ends to protect hardware. 6)- Sonny's -PS and gate should be no lees than 9' and should not exceed 10'. 7)- Lanes between curbs should be no lees than 9' (recommended) and should not exceed 12' 8)- Loops provided by CarWash Controls Installation by C.C. vital 5 CERAMIC COATING I/SN ✓NEEL86 Ad ...arN BXN'NE�B AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE L:m AUTO ENTRY AND GATE EXAMPLE CANOPY EXAMPLE AND VAC EQUIPMENT N Z Z w W N Z Y U C) d V W N ~ w O N W K p N ~ w O N w K p N w z O p a d of N w O N w K p O p p p K 0 Q K F O W N w Q u m d p w Z = u p w u > 0 N W K p 00 a s> a u a LL a J ri ri Z N \ W N \ W N N \\ N N VwK1 a 0 titi rMti \. \V a ti a T DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Qa J z F— Cr Cr F— W w J J z > W LU F- 0Cr I..L O O w U w J W F W LU U /J J J W O _ Cr W 0 ri N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 04/15/21 II I I II I I I I II II II Q II I N N Z \Z„ Z _ _ O Z Z Z N ® yVj m V Z w K Q W D O O z 0 0 V Z O O d {Nry N p N Q m = N W W a W K D V W Y U K K d K F d p K W O O N O O O W O O p a a> a V a V LL a J CO O c-I c-I c-I rl rl Z N N N N N N N N W N tD Ol Vl W W O F N O O N N O \O M VI p tp a N V 0 ti O O O ri M V nf O N M C K R n 00 Ol N ri ti ti ti 110-0" p,LTH pF� ----------------------------- O Z Z(f z0-1Fm 7-0 `"' 10-A 10-A 0' O 1—A 1—E 1—P 10—L �w • 19-A NAL a m if-1 i -BB2-a m2-a 0-4 13-C 13-F /8-i e e DATE:415.21 L�12y-A, 1-9�B21 ELJ L_I © © 0 O N 20 25-A 25-N -C 20-9 64yu N n N W 0 o 0 25-8 25-! 27-C i s v '� 25-4 18-E M � `" ^ � O d °�° a a 25-C ��_� 28-1 25-L 18-to "s 7� -� r--- 18-0 CONW T f r- I -------- -- - ----- -� N I I b O $ �oJ Fr 25-F _ � CARTER 25-D ENGINEERING 0 b O O N b N 0 i N h' �, w 22 CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 12'-0" Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net I I I I I I I I I I I ^I Z O N N 00 J z FFD — 105'CON V. Z J z �> LU w �F- 0 cr EQUIPMENT PLAN p O 4— W u NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING O LU 0` J W z LU W 0 U J /J J W _ O tY 0 0 W L N 1' ^ V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14.1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 ARCHITECT OF RECORD: 20'-0" MOUNTING HEIGHT F — — — L___ GROUNDLUG EXPOSED CONCRETE TROWEL SMOOTH — PROVIDE GROUT AND SLOPE TO DRAIN GALVANIZED RIDGED ELBOW PVC-TO-GRC COUPLING CONCRETE — ROUND BASE LUMINAIRE. SEE FIXTURE SCHEDULE. SQUARE NONTAPERED STEEL SITE LIGHTING POLE. COORDINATE FINISH WITH OWNER AND ARCHITECT PRIOR TO PURCHASE. HANDHOLE. (MINIMUM OF 4" X 6") AT 48" A.F.G. TO CENTERLINE. SITE LIGHTING POLE BASE SCALE: NOT TO SCALE PROVIDE HANDHOLE 11"X18" HANDHOLE AT ALL POLES. COVER SHALL BE HEAVY DUTY, SLIP RESISTANT, BOLT -ON, AND INDICATE "ELECTRIC" ON COVER. SEE SPECIFICATION FOR MODEL NUMBER AND TIER RATING REQUIREMENTS. SPLICES SHALL BE WATER TIGHT. SCHEDULE 40 PVC FROM PREVIOUS POLE TO NEXT POLE 5/8" X 8' COPPER CLAD GROUND ROD NOTE: SUBMIT SIGNED AND SEALED STRUCTURAL CALCULATIONS FOR POLE ASSEMBLY FOR 130MPH WIND ZONE PER ASCE 7-05. SEE SPECIFICATIONS. NOTE: POLE BASE STRUCTURAL DESIGN BY OTHERS A• A= An r Aa CA �• r 2 e -:xe i. x- 0 xe. .2. .2, i. i� i, ° A/ AA' 7 .11 A= A= A= Aa A• A• �' r r 2= Aa r 2= Ae• • �AO//1r-• .• ._ __ 2° rr2' AaA'A•`7 Atam T 9AF'�O �_ = a^ x r r�=•�`_ + x0 2' ?` Y A' A' 2• 2' 2' 2° = F Fl = « A= A 2' A• i x 2• Ab A` 2' A° _"2 e xA A• .41 f Y Y' : x x x x . P' 2, a'f —1 2 L x A• 2" 2 A' A' A= A= A' A A• �2 A= r :•� : — _ 'r A' AB G) 2' 1. 2" A= r 2. _°' = 2° A^ 11 1 = 2° 15 A• A° ='AB ©d o A = 2° A" •'-' 4' A' A° 2° A° A° = A` A' 1. •_ A' _ = x = • A' _ + A• A' A' A' .= A• 2° A' 2' A' 2' A' 2° 2' f A= 1. A' 2° #' ? .21 A• 2'p — 2' 2' Y A. 2' P ' Y 2' 2' A' A° A. 2 2' 2' 2= x it 2' 2` 2ABO,• � x 2° 2' 2' 2= x A' A' Y 2' A• Y AA x A` A. Y A. ' = A' x 12 Y 2' A « 411 A` A= A' 1 A^ 2° A' A' : il x A° A• 2' 2' A° A= A• 3P. A' 410111111111111111.el Aa A' A^ il A' A• +� •� °41. r A' A° A= e 2' A= 2` 2° A° r A^ il il i. An A• e A= A - A• 2' A= A' 2• A• A= A^ A^ 17 A^ A •°I x r A• A^ r A° A= P 2 2' 2• =p il i. An A= A^ A• 2= r 2• A- A° r A' i. 1. 17 A= A= A^ , + A' 2' x A A' A• A' 2' it. it. A= A A' 2' A A' A^ A< A A= r = A^ A• A^ A Al A° A' 2• _ _ = 2°® xu ® A A' A• 2• r x .1, _ = A, 2• 2'7 25/ x=° A° A' A° 2a A' A' : _ = A' 2' A'ii A^ 2° 2' 2' : _ _ :1 21 A" A' Y 2' ,g A' AA' A• A' ,'� 22•OA2A11 A= 25 r — — IV I Z C A= A• r An WA WA WA A' + + 411 411 41. + + « « + + +al WA WA WA 30' BUILDIN LMbAC WA WA WA WA A' + « + + , + , +4. 1 IA « Al A^ + + + + + + + A= + + + + + + + + + +AA , +A4 A• A^ A^ A A A A^ A^ A^ A° A^ A A x" A r A^ A^ A^ A A x" � r A= Ax e A LIGHTING FIXTURE SCHEDULE LAMPS BALLAST/DRIVER MANUFACTURER TOTAL TYPE DESCRIPTION &CATALOG NO. VOLT -AMPS VOLT N0. TYPE NO. TYPE AB - 38W LED - N/A LED GARAGE/CANOPY FIXTURE. FULL -CUTOFF OPTICS, FLAT LENS, AND RECTANGULAR LSI 38 MVOLT LIGHTING DISTRIBUTION. MOUNT TO UNDERSIDE OF CANOPY. CRUS-SC-LED-SLW-30-UE-BZ OA - 131W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20'-0" ABOVE GRADE LUMARK 131 MVOLT (16,832 LM) ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OB - (2) 131W LE - N/A DOUBLE HEAD LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20,-0" LUMARK 262 MVOLT (16,832 LM) ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OC - 131W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION AND HOUSE SIDE SHIELD. FULL CUTOFF. LUMARK 131 MVOLT (16,832 LM) MOUNT 20'-0" ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-HSS-7030 WA - 12W LED - N/A LED FULL -CUTOFF WALL PACK. MOUNT AT 8'-0" ABOVE FINISHED GRADE (OR OTHER AS COOPER 12 MVOLT ARRAY DIRECTED BY ARCHITECT). XTOR1B-Y-BZ (3000K) NOTE: ALL FIXTURES LISTED TO HAVE BRONZE FINISH PER LOCAL JURISDICTION. ALL FIXTURES LISTED TO BE 3000K PER LOCAL JURISDICTION. ELECTRICAL - PHOTOMETRICS PLAN SCALE: 1/16" = V-0" PHOTOMETRIC STATISTICS AREA AVERAGE MAXIMUM MINIMUM MAXIMUM/MINIMUM AVERAGE/MINIMUM PARKING LOT 4.2 19.0 0.7 27.1:1 6.0:1 LIGHT SPILL WOODBROOK DRIVE 0.1 0.4 0.0 N/A N/A PROPERTY LINE 1.2 5.0 0.0 N/A N/A —U THOMAS E. MORGAN, JR. ARCHITECT p + 423 FISCHER TRAIL A,A. ID, + + ELLIJAY, GEORGIA 30540 A,ol « Pl A + 2 « +Pl« « « « . +P. DESIGN GROUP 3450 Acworth Due West Road * * + * * * * * Building 100, Suite 120 Kennesaw, Georgia 30144 + , , , , P.770-917-9172 F.770-917-9470 + www.mrpdesign.com SSUES/REVISIONS « + « « « + « DATE DESCRIFTION 08. 18.20 COLORED ELEVATIONS SUBMITTAL T. DRAWN BY: MTC CHK'D BY: SWL PROJECT TITLE: SAVANT Engineering, LLC 5064 Roswell Road, Suite D-301 Sandy Springs GA 30342 7703199400 Project 20147 C2020 'UD T1 c I!`n Tc nU AT TTUl D T7 n TTll•I 41ln4 0 11 2 >Q N� L L1_ J U � U) cn L U U) LU LL �/ O 0- J X 0� LU Q � U SHEET TITLE: ELECTRICAL PHOTOMETRICS PLAN PROJECT NO: 19066 E100B ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT Catalog 8: - Prepared By: Scottsdale", Legacy (CRUS) LED Canopy Luminaire E eLUTLne3 IP66 OA'A Lumen Package 5,000-22,000 Wattage Range 38-152 Efficacy Range 114-156 Weight bbs(kg) 23 (10.4) FEATURES a SPECIFICATIONS pined - Type: QUICK LINKS Ordering Guide Performance Photometrics Dimensions Construction Category C Low operation (per ANSI/IEEE penetration consists of a 4" hole, • Features a ultra -slim 11/16" profile die-cast C62.41.2) is standard. simplifying installation and water sealing. housing, with flat clear tempered glass lens. • Driver components are fully encased In Unit is designed to quickly retrofit into existing Scottsdale (4") hole as well as Unit is water-resistant, sealed and IP66 potting for moisture resistance. Complies openings for Encore and Encore Top Access rated. Integral designed heat sink does not with IEC and FCC standards. G-10 V and to reconnect wiring for the SC/ECTA trap dirt and grime, ensuring cool running dimming supplied standard with all drive without having to relocate the conduit. performance over the life of the fixture. currents. • Standard color is white and is finished • Die-cast aluminum, wet location rated • panels are available for existing Encores as well as kits for recessed and 2x2 Enco with LSI's DuraGrip' polyester powder coat driver/electrical enclosure is elevated installations (see separate spec sheets). process. Cure withstands extreme 1p above canopy deck to prevent water entry, "knock Support brackets are provided standard, to weather changes without cracking or provide easy -out" connection of prevent sagging of deck. peeling. primary wiring and acts as the primary • Luminaire assembly incorporates a pressure heatsink ensuring cool operation of Internal Warranty stabilizing vent breather to prevent seal components for longer lifeS . Seals to optical housing via one-piece molded silicone ° LSI LED fixtures carry a 5-year warranty fatigue and failure. gasket. (contact your LSI representative for Optical System extended warranty options.) • Universal voltage power supply, 120-277 Listings • Features an array of select, mid -power, high VAC, 50/60 HZ and 347-480 VAC, 50/60 brightness, high efficiency LED; 3000K, HZ input. • UL and ETL listed to UL 1598, UL 8750 4000K, 5000K color temperature, 80 CRI a -40"C to 51 (-40"F to 1311 ambient and other U.S. and International safety (nominal). operating temperature. (Varies based on standards. Suitable for wet locations. • Choice of Symmetric or Asymmetric lumen package and mounting style see • DesignLights Consortium- (DLC) qualified distribution. Asymmetric provides a wider performance data for specifics.) product. Not all versions of this product distribution pattern. • Minimum 60,000 to 100,000 hours may be DLC qualified. Please check the DLC Six Lumen Packages: 5,000, 9,000, 10,000, depending upon the ambient temperature Qua• org/Qied Products List www.designlights. org/QPL to Confirm whisch versions are 9/ 13,000, 18,000 and 22,000 Lumens. of the installation location (see qualified. Electrical performance data for specifics.) Hazardous Location •Meets Buy American Act requirements. • High performance factory programmable • IDA compliant with 3000K or lower color driver features over -voltage, under Designed for lighter than air fuel temperature. voltage, short-circuit and over temperature applications. Product is suitable for Class 1 protection with integral 6kV surge Divisions 2 only when properly installed per protection that meets IEEE C62.41.2 and LSI installation instructions. See Isimrp.com ANSI C82.77-5 Location Category C Low for specific guidance. Not available on SLW. standards. Custom lumen and wattage Installation packages available. • Additional field replaceable LOW surge • One -person installation. protection device that meets a minimum • Installs in a 12" or 16" deck pan. Deck (a Scottsdale' Legacy LED Canopy Luminaire (CRUS) ORDERING GUIDE Back to Ouick Links ITYPICrall. ORDER EXAMPLE: CRUS SC LED SS 50 LIE WHT Prefix Distribution Light Source Drive Cunent Color Temp InputioNnge Finish option CRUS - LED Canopy SC - Symmetric LED SLW-Super Low Watt 50-5,000K UE-Universal WHT - White HLL- LumiMm ACT -As/mnNBic VLW-Very Low Watt 40-4,000K Voftage( -Brenda LW -Low Waft 30-3,000K -Black SS - Super Saver HY-Hi HO - High Output 347-48DV WHO - Very High Output Curmm Lumen Packal FOOTNOTES: 1. AC eirnbu w utlims areiative which alters the lock ham a sta ant SC distribution. 3. CuM.n lumen and win Wpercluni aikMe conk factory. Values are within industry miasmartltder- 2. IkA vwzlablem SLW. an.a but not DLC limit. Accessory Ordering Information (Accessories are field installed) Description DmerNumbn Desmipgon OFdw Number Ill Poem-EC/ECTA/3OFMCRU9, lor18' Geol PMN 52M98 Mr t RIC Cover Panel Blank (no hales) 364702 MmBtPmda-EOTA160E MORU6,Mrt2'Dmk Pond 53Dm M- Hole Plugs and Slllcame(enough WO mhOBt)' 1920510 MWt W G.r Pond Blank (no Mlea) MIT= PERFORMANCE I-Consimd(26)TV hole plugs,(100) Mr help plain and (1) tube of M Rack to Quick Links DELIVERED LUMENS 3000K GGT 4nor Gm BOOOK CGr Lumn PoMMlt Dlehihutlon Dallrood Wme. EHI,., BUS Boeing DelMmd Lumen. 01 BUD Ming DMIWmd IReII•M BMmm BUD MIr1 William Be 21MI 140 84-1.10G2 21M I" B4-UDG2 M97 150 BuDill VHO AC 17355 114 B3-UDG3 17799 117 BYU063 1002 122 03-UO-G3 152 SC 178M 149 S3-UDG1 IM6 146 Bull19071 152 BFUDG2 NO AC 145M 116 ISHUDG2 14M 119 MO-02 15MS 124 B8-UDG2 129 GC 13113 141 B3-UDG1 13449 1W all 13n0 15D agru G1 55 AC 1108 123 83-ODG2 11761 126 Bel Mis 131 BDUDG2 93 SC 1045/ 14 E3-UDG1 10724 148 B3 U0-G1 11140 154 B3-UDG1 LW AG 910 in B2-UD62 wn in B2-UO-G2 W49 134 B2-UDG2 73 sm To 83-UDG1 m1M Bull 9364 155 GHUO-G1 ViewBe AC goal 127 82-UMI 7978 131 B2-VO-G1 Bin 136 B2-UO-Gt 00 SC 55M 146 W-UMI 5728 150 82-UO-01 M54 156 B2-UDG1 BLW AC 48M 120 Bt-UDGI size 131 BHUO-G1 5207 198 B1-Uhl 98 *LEDs are he mMl updated therefore values are marginal,9 Y Pd ELECTRICRL DATA (MPS) Wme. P.INg. winters ten POKY 2M Y711' S.7V 180Y wo 152 1.27 0.73 am ON 0.4 0.32 NO 124 1.03 0.6 0.52 0.45 U.So US 88 W 0.77 OA 0.38 0.33 0.27 0.19 LW n 0.6 0.35 08 0.26 0.21 0.15 VUN m 0.5 0.29 0.25 0.22 0.17 0.13 SUN SB 0.32 GAS 0.16 0.14 0.11 am 'Electrical data r 25C ME). Actual wattage grey or star by*/-30%. OPERATIND TEMPERATURE LUMMI PMUGE MOuma Mn VHO McMMwopd Ca.W1 00 HC MelaW2ootl C..w Mc BE McMtM2ood Camw me Recommended Lumen MalMmncel CRUS WHO Ambient Dart Daniel Saba' m 7M Is Ion Is Oc for 97% W% M% M% fee 1n% 07% D2% 88% 84% 2DC 102% 97% 92% M% M% 25C 10296 97% Side 88% 84% 30 C 102% 97% ill M% 84% 400 for% 95% 90% 85% 80% 50C 101% H% W% M% 78% Rscommended Lumen MalmmmnW CRUS SS goal Tamp I.Hwl1 2%kr= WWI 7Mhr' 10%hr' OC 102% 97% Side W% 84% fee ln% 97% Side 88% S9% 200 10216 gm 92% W% 84% 25C am 97% Side 88% 84% Soo 102% 97% 92% M% 84% 40C 102% W% 92% 68% 8436 50c 101% 0% 91% an% S2% p NWM: time durations that are within six times (M the IESNA LM-aTCe totaltest dare m(in hours)for the 1-Lumen mflntanaxe values at25'C are calculated per TM-21 basMm _M-GO data ant insir, device under testing OUT) i.e. the pxkaged LED). IumirnirsteaGrg. 3-Inaccordance with DENA TM-21-11, CMwktee Values Poor esenttimedumi michater...d or times 2-In avwMa,tor with IESNA TM-21-11, Projected Values mpmeM inerrant value hazed, on NA LM-80-08 Total test duration (in hours)for She chains, under handling (DUD i.e. the pacl.lud LED). LSI lndMrlaa Ina. 10000 Alliance Rd. Cincinnati, OH all • www.lsimrp.mm Page 2/4 Rev. l0/19/20 LSI lndustrlaa Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsiwrpwm (513) 372-3200 • @2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPF-c.M=.A.o42o I (513) 372-3200 • @2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice TYPE AB - CANOPY LIGHTS Page 2/4 Re, M/19/20 SPEC.1o20.A.0420 DESCRIPTION The pmemed Lumark Counetour^ LED Wall Pack Series of luminaries provided, an architectural style with super bright, energy efficient LEDs. The low -profile, rugged die-cast aluminum construction, universal back box, Stainless steel hardware along with a settled and guaketed optical compartment make the Cms our impervious to mnuminann. The Cms our well luminam is ideal for walVsudam, inverted mount for fagada(mnopy illumination, posVbollam, site lighting, floodlight and low level pathway illumination including Mira. Typical applications include building entrances, multi -use facilities, apartment buildings, institutions, schools, stairways and loading docks tend. SPECIFICATION FEATURES Construction Optical electrical wiring compartmeM. Slim, low -profile LED design Silicone sealed optical LED Integral LED electronic driver with rugged one-piece, diecast chamber incorporates a custom incorporates surge pPMection.120- aluminum hinged removable door engineered mirrored anodized 277V 50/60Hz or 347V BOHz models. and back box. Matching housing reflector providing high -efficiency styles incorporate both a small illumination. Optical assembly Finish and medium design. The small includes impact -resistant Crosmour is protected with a housing is available in 12W, law tempered glass and meets IESNA Super durable TGIC carbon and 26W. The medium housing requirements for full cutoff bronze or summit white polyester is available in the 38W model. compliance. Available in seven powder cost paint. Super durable Patented secure lock hinge feature Ionian packages; 5000K, 4000K and TGIC powder mat palm finishes allows for safe and easy tool -less 3000K OCT. withstand extreme climate electrical connections with the conditions while providing optimal supplied push -in connectors. Back Electrical color and gloss retention of the box includes three half -inch, NPT LED driver is mounted to the inMlled life. threaded conduit entry points. The die-cast housing for optimal heat universal back box supports both sinking. LED thermal management Warranty the small and medium forms and system incorporates both Five-year warranty. mounts to Mndard 3-1PY to 4" conduction and natural convection round and octagonal, 4" square, to transfer heat rapidly away from single gang and masonry junction the LED source. 12118W, 26W boxes. Key hole gasket allows and 38W series operate in -40°C To for adaptation to junction box or 40"C 1-4o"Fto 104•F]. High ambient wall. External fin design extracts 50"C models available. Crosstour heat from the fixture surface. One- luminaires maimain greater than piece silicone gasket seals door 89% of initial light output after and back box. Minimum 6" wide 72,000 hours of operation. Three pole for site lighting application. half -inch NET threaded conduit Not recommended for car wash entry points allow for thru-branch applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES 12w less, tmen 1 I=, iD,mml sew BE me3mml to' N64mm1 Q $00 - L t7-1rz'14g6mm1 a E7N d' wwwdeal9nligna.1 Lumark XTOR CROSSTOUR LED APPLICATIONS: WALL/SURFACE POST/BOLLARD LOW LEVEL FLOODUGHT INVERTED SME LIGHTING L• CERTIFICATION DATA UI ULwmtncelion Limed LM79I LMN Compliant ROHS Compliant AOAComplient NOM Compliant Models IPea amerea»d Formation named Title24Cempllant OeslgnUOhb Consodlum• G.Ill TECHNICAL DATA O-C Maximum Ambiam Tempamum External supply Wiring We Minimum EPA Efferro ee Projected Am (sq. R.). xTOR1 B. %TOM, XmnB•0.M XTO11 .45 SHIPPING DATA: Appm'Wk NM WMVhb 3.7-5.251bs. I1.7-2.4 kOs.l TD514 INN 2017,V7451221:59 XTOR CROSSTOUR LED POWER AND LUMENS BY FIXTURE Up XTOMB XIORILW 1& X B XTOM&W X10R2B-Y X B =m w Xm y X1pMB xTOM&W XmmIF am Le mena 'Ate 1.3aB t,32) 2,IM zm lM7 2,751 2,710 WE 42M ell 3AN (MI n DMlrnhd Lnmms MIO Raw 1.On am 940 10196 1A72 1.M zone LOBE tGB5 3.IN 3,121 2An Ad, m M' &U.G. neena• Bl-UDGO RPUDGO BHU049 i-u0G0 Bt-UDGD B1LOG0 Bt-UDGO 11PUDGO B1L(i 112-1.101 BHUO-GO 82-UDGO car MMVMI 5,000 000 3AW 5,000 4,000 GOOD 15,000 000 31000 61000 4,000 3,000 m(Color Randednp lM ) To 70 70 70 70 70 TI 70 70 70 ro 70 Pmu Comumpam t2w t2w tzw ten tBW 1aY/ 26W 28W 25W 9BW 3BW 98W Mhos( Names Il,dm arm eMv , a SLUG. Re. den M•pdbl(�Y'gVianfina Ambient TampNarun TM31 Wme Mtlmenanw Uz000 Houral TAwreO•al Lm (Hours) X is m 25°C >M 2NA00 a0°L >Ba% 23•IA00 am >M% 215,000 XTOR2B w 2a°C >n% 240A00 40'C >BB% 212A00 Svc "Ter INA00 xraRM Moen 25°C >BB% 240AOO 40'C >n% 212A00 50•L >87% 1n,000 xrare Moor 2YC >BB% 2=1000 4mcc >67% INA00 fivC I >BT6 I ler000 CURRENT DRAW Moor Belgian wlus• xTaR1e XmMB XTmoB XlOn4B 1AV arm aim 0.22A O.34A 20aV 0. W a0 arm 0.17A 2WV 0.5 0.nA Ol 0.17A I. 271V 0.0 O.mA 0.10A oulm 34N 0.3 o.Ok4 0.B 0 10 20 Be 40 ED w 70 n 90 ire Home (Thou»nds) We - 4mL - R6°c - .con n2, xbhnm•X s.m _ • Pm44rtw Gly.W372M d,-,an. area. so Andow, &,sn®'vAd0.wde P: proportional.change without wine a w,weamn..mgMne wnw wmaYt nacre. TYPE WA - WALL SCONCE LIGHTING - BUILDING Lumark • • • • PrevailLumark• • • • Prevail PRV-C40-D-UNV-Ti P3 �rdering Information Mounting Details MPLE NUMBER: PRV-)LL-C75-D-UNV-T4-SA-BZ Pole Mount Arm (PRV) Pole Moum Arm (PRV-XL) Versatile Mount System Villa Lighting T 1-V4" 132mm1 o/�mml PRV=Prevail C15=(i LED)7100 NominalWmens P-OlmmM Wov) Uxv=universal (izoz7rv) Tx=Trod, 11 M 21.M8 13,iDONominal Wmena 36T=36N T3=Type 111 IGa=(2 Lma117,100 Nominal Wmens Alcoho V° T4•Type lV e60•(2Lna)20A00 Nominal Wmena R•TYPeV PRY-MrPmdI XL m5=(4 Ua1 R31A00 Nominal Lumens C1n=4 C1R=41ID 9Q000 No Lumens Ctn•6Lm 61,1s0 Nominal Lumens CDs= 6 LE0 48,600 Nominal Lumens SA=SYandak Versatile Arm AP=Grey MA=Mats Nm aZ=Bronze WM=Well Mount Arm BK=Black OPOa,k Plelinum M1=G,aphiteMMIIN WK-WfiIM I 4-)/a• 7T 111. 6.1611a= [124mm1 I n24mm] [1Nmm] F,� 4" iB01rXn1 d^ 1102mm1 1103mm1 L Dia mHale I I 1 1 1 4n 415118E J L 3314' J Stl/16. J L J N4 Hot D25mm] Gomml 1144mm1 Immml Dia. Hole Wall Mount (PRV) Wall Mount (PRV-XL) R'yJjJL 7-11' a T 1203mal h 1 J 0lmml 12r19nml ® [t)Bmn] O 7116E O s-ire 112mm1 1Sol T 1130mm1 Dis. Hole ` S• 5' Zttmml 231E 1 p6mm1 1127mm1 Oia. Mole IBOmm] p5lmml L 8' h62mm] Mast Arm Mount(PRV) Mast Arm Mount(PRV-XL) 2T T 0 Ieanml • 11Se•rtl OWr•nl o.D. GD GM 6" 1 Jas L).1312°� 41/B' J 69mm 83mm I I 1 ] iBBmm t04mm 1 I I Mounting Configurations and EPAa or earx'aunepole for rmmean. For 2 agrequires NOW: For „m¢mounted tlall .uan minimuml,nminlmYm Ar,ueeaunepolemrlpogral.,ennCunpmerismspanelb afarmgineeringone nisto<pmWW@WfiscurecompntIM1illtyo,appll[ellana . um IW Arm um ( RV@J ( 20 ( (R�@ Well Moue PAD. �pav,sxi) EPAEP omw attorney 1B5(PIN-%L EPA�3(PI�es EPA 2.52(Pmum �9) PA 1G (PRV-XL)• �/ pop Optical Configurations PRVL15 PRV-C2MD1o/C6o RNML WC1a0/C125 PRK%L-C15WC175 (7,1m NomlmiUm s) (13,IWl Wme.),W (26,100/31,000/36,300 Npminal Lumens) (41,100/M,600 Nominal Wmem) �� 00 M G M l� l� 4r Gscuttle, - ant /� 1�iraBRr - w PRV /PRV-XL Prevail LED Area / Site Luminaire 1 � PIemII xL - Typical Applications f OUtdOOr•Parking LOts•Wdlkwaya•ROddwaya•BUi ding Areas pang �•-- ------- Product Certificiations AIDInteractive Menu � ••as, N4��- • D E 1 Ordering Information call fT O I (4 0 `v LISTED r�1 Mounting Details ea g Peg as Optical Configurations 3 n�. y _p P 9 O ,, Page VEA11esi • Product Specifications page3 • Energy and Performance Data page4 Product Features . • Control DPtI00S page � {� t.m.®°lay ° Quick Facts " ° • Lumen packages range from 7,100-48,600lumens (50W-350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 1481umens per watt • Energy and maintenance savings up to 85%versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details PNwall n1ml 5/16- I177ni JA >oW=70 Do / 3000K cm • )o50=70 Go SOOOK INJ Ms&Houee otatedield° UO.Opicr WeShield Left ROD -Optics Rotated 90"Right ln=,OkV/1Wrk UL 149 Fused Surge Protective Device lill High Ambient Temperature' M=NEMA 3 PIN restatedPnotocontrol Surprised PER)=NEMA 7 PIN Twistlock Pnotocontrol Receptacle MSPIDIM-L12=Integrated Senem for Dimming Opetion,B'- 12' Mounting Heighl MSPIDIM-U0=integrated Sensor for DimmingOperation,12'- 30' Mounting Height!° MSPMich egrl Sensor OWOFF Operation,W- 12' Mounting Heigh • e MSP430=Integrated Sensor OWOFF Dimming Owntion,l2- 30' Mounting Height!° MWDIM-L20-Motim Sensor for Nmming Operstion,9'- 20' Mounting Height !^ MSIOIM-L40W-MMIon Se.nfm Mmmi.OWaWn,21'-4B MouMn Height"' MS DO=Motion Smax Mr ON/OFF OpareoAS-TM Mounding Height'• MS L4DWMoWi &.arfw DNMFFOp MIM21'-4BM.nti.gWgM!'I ZW=Waxellns ena01ed 4PIN Twiml.k ncepMdeutal m-SWMU=Wminx Wireless Se.w,7- 13 M.ming HelgM!'!'!" m-$WPeSIX=Wavelinz Wireless Semod 15'-M' Mommng Height' '!.... LWR-LWWmawmpmwimkssSmwSNdeWm MrB-i6'MouMing HelgM!" LWR-LN=LumaWev Pm WirekseSmmt Namw Lmrfm l6'-40' M.oang HelghO,'° (B. TrIe BYow)=LumenSNinkgrmdNd O&Se.,ily Cmma'A'° PMM ==Wag MauM Kit• PnV Xchilan Arm MOUMInp Kit PRV511U-n- ndaMAmMouArm ntiKit ngK PRVXLSA-Xx= ndaM Ar Arm Mounting Kit (for PmeiIXL)'e PMLWM-Xx=Wall Mount Mt (far R 11 XL PML1M-XL=Man Aron Mounting Kit (far Retail XL)'• MA, 010 XX-Single Tenon Adapter he 34/2'OLD. Team EM1011-XX-2@160- Tenon Adapter for 31/2O.D. Telco "1017-XX-Single Tenon Adapter for 23/8' D.D. Team Wl018-%%= so- Tenon Adapter For 2 Us' O.D. Tenon HSIVfAD-House Side Shield •'• M-FM=VeRical Glare Shad, FronVBmA a M-SIDE=Venical Glare Shield Side• 0 1013=MoMCoMMI Shoning Cap a 1014=NEMA Photomurol-120V OA/M1015=NEMAPh..niml-MullYTaplOSaW DUM12n=NEMAPhoaxont.1-UN OAMA1027-NEMA Photomnirol - AM ISHH-01Antegramtl Samoa Rog,mming R Ma F91R-100=Wlmlms Configuration Tool for Ompmq 3enm» MNU=WaveLlnx Wbelmsaem.7'-15'M.ming HelgNAlk SW05 XX=WereLlne WlrelessSemoC 1B-da Mounding Heigh amw MM-7P-1M=WMeL1ln Nm or Carhol Module IF PIN)" mTEE: LCnI nu mac^v^rnum'Dualln[d.Relvmwww.anl nil Mv. ueIILMP,aau=uununee, Famu Nmaefa,enell•. 9 9 9 p u9g Y a.Wnomer is re¢ponsiblemrengineerlrganaly=Mmuonfi,mpdendnnmeconmllhilllylerepplicetlom. Rekrlolnatellation innmdiuneane polewM1. peperWP513WIEXbratlammal npwrtlnbrmMlon. a. m. ndam4e00K one rawasyst aHeb mgoaks nd.veemaemsPVNEGnd alumeeM1s.mreeawlem¢. impea.nngmYnaeamMme u,Came,gruunhe.rmem•Inmmmhknawna¢Tmee PM1.mh wbepenn inn Mx x nLe Dena.^ermeesnnecarnerpaurr Dale rem.. q e n 1 5unaeman¢anProeucweb.mekrnn.nanaara CCTa Cal aerafec H^uuNaeSM1lelen^lauimhlewl,M1isdbbNbnaCenIumenpe5age 7. Houeaaered lumen IT lFeru M.Itln'IheetM1e wa...I... 11,11m FSPorzhtt^=omrol,emweae(Year PERT) certiorari quems(as, NaR aw or Prog. n. Senaaipaaeieelmuiee tvlm mar h=oeennenaulmm�apermmghalow xPSH•rl. ta.merne, for me eerie to be ',to wulm w oatewe components WAC.POE and soon 120 ineppmpdne quantities only aampndllewnh wartum Emend and software anrequires System =ampo^=n'elohein,talleel^'op=retian.a»•matnmrmamWnaim.wli=minninfanaiaa n..daYaaawhn.an»remm(WN,d,z. C75, ,a Larval Pro wonder sensors arelntepinvi and require nnwaix eomperem LWP-EN.L LWPlash, and Hista aln°wroprlme quantities. sn wehsae For LumaWen Pro application shormatlnn. 75 u..tavabWeb PmxLroMeumiun¢c7s.aousieft G syste u. umaaaaxe MWGNrw,drx%amidne. mown Wmens.kaynem Product Pages ForMdeionaldeals and wmnaeilitrimgmmion 17..P1.n xx MW P•Im n1ar. le. umlgmerompndp.duoaNangrdmng ananxaxneuphleeaea.on0.2a,arc. 14 TietmlenahlnatllumnhnmlMgremesenwr(NSP)wnmetersincoAng high and low modes, sensitivity time delay cutoff and more. Consult Your lighting opmeashaded m Enron for more lmorm.on. N. Ne WlenebleaeyuMmw rent an Bwam(Ma panmelen mduding higM1 ^ntll^wm^d a,aeneinriry,time tlel^y, amrl^ntlm^re C^multweehrom rep....odve at Eaton to sees inlwnnum 21."MemorWyePMIN IIn-.WMkVIPINNdowsenrk-. NareoriFwi'eoutianT6ewnla-goes^n^tbemeebaaNYneianwnhcon.r=o^eel..ymemacaa.aaP.=wo,LwY, menSefe Integrated Network Sewrtly Cemem Technology Options (Add as Suffix) L-Lmhdmmfe Technology .e, xa"ww Camera Type O.Oome Came. C=Cellular Customer Installed SIM COW , E=Ethemn NMemries -Cellular FaMr al not al AT&T SIM Card Poor Version SIM Card S=Cellulaq Factory Installed Sprint SIM Card L Product Specifications Stockermg Information Construction • Class l elenronic drivers have expected life of Finish 1a-i Gri G, postage] 26.13/16'land mm] PNwall7d 3-11/16' J9knmj [18glnml J _ L1 172/89454mM 39N8'11006mm] • Single -piece dlscam aluminum housing 100,000 hours with <1%failure rate • Five -stage super TGIC Polyester powder coat • Tethered diecand aluminum door • D10Vdimming driver is standard with leads paint, 2.5 mil nominal thickness external to the figure Optics Shipping Data • Dark Sky Approved(3000K CCT end wanner only) re Versnq • Prevail: L: 45l(9.(20.41) • Precision molded polyearbonee optics • Versndile patented, standard d rtl mount sterns m • Prevail XL: 451bs. (20.4t kga.) 1-1�/2mto 47/8' multiple drill patterns ranging from Electrical minimum operating tempemture Aknd pole ontheMndard mounding arm enables • 40-C maximum • 40°C maximum operating tempereture roundl 313 mounting • >.9powerfactor Prevail: 3G vibration rated - 1.513 • <20%tMlharmonicdiMortien • Prevail XL Man Arm; 3G rated ration rated • Prevail XL StandardArm: l.SG vibration PRV9=Revell cl LED) 7.1m Naminal Wmens M 2LEDa 13,100 Nominal Lumens M 2LEDa 17,100 Nominal L'fi0. 2LEDa 20,000 Nominal Lumens oMAM al(l2277V) 347-di T3=Type1I1 T4=Typely MSPADIMi30-Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height PRV-ri=Revell XL call LED MM:({ �C S.4 MW=G ED nn=61FD n75=6 LED 26,1ee Nominal Lumens )y s,,000uommal wmam 36,ODDNominal Lumens 4t,too Nominal Wmma 48,600 Nominal WMme XorEx 1.N1a,wxedmgu,ruX•mm�Mm 4001IDnL breezefind, and nuludeoaalan&M wl.ee muMN am. Wymll•hleln PRVseonfgmdbn ClS,Cas,G0u Ce0. d) COOPER PMOD001 EN papal s M Lighting Solutionamh 4, 202031D PM (� COOPER p PSSOnmEN20pap.2 Lighting Solutions Mamh 4, 203:1D PM ucHr1N COOPER PMOOOm EN page3 Lighting Solutions Mamh 4, 20203:1D PM TYPE OA, OB, OC - SITE LIGHTING TD514013Ex 2111747-251221:511 423 FISCHER TRAIL ELLUAY, GEORGIA 30540 ©©M ID DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DESCPJFTION 3. 18.20 COLORED DEVIATIONS 5UBMITTAL I .20.20 AR13 COMMENTS ARB-2020-35 1.1 1.20 ARB COMMENTS ARB-2020-35 DRAWN BY: CHK'D BY: PROJECT TITLE: GM Q W U r/ V^ /^Uj ) V ) Uj 0�O 0- J LU Q U SHEET TITLE: EXTERIOR LIGHTING CUT SHEETS PROJECT NO: 19066 1